=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 ................................ : 182711 Number of solid elements ....................... : 786106 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 =========================================================================== 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 .................................... : 5.75,-13.74,14.53 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.275,-12.32,-10.55 --------------------------------------------------------------------------- 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 .......................................... : -0.0424965,-0.659304,-0.750674 a ............................................... : -0.0424965,-0.659304,-0.750674 d ............................................... : 0,0,1 --------------------------------------------------------------------------- 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 : 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 : 0.275, -12.32, -10.55 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 : 0.275, -12.32, 14.53 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 : 0.184524, -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 =========================================================================== 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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17618319 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 7.291986e+007 1.784696e-003 0.000000e+000 energy 6.581185e+002 2.849513e-002 6.581185e+001 displacement 8.178597e+002 8.178597e+002 8.178597e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17618427 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 7.291986e+007 7.957854e-009 0.000000e+000 energy 6.581185e+002 2.296023e-007 6.581185e+001 displacement 8.178597e+002 1.259696e-001 8.125442e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.702646e-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 : 2.009141e-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 5.75637 -13.6411 14.6426 2 0.275 -12.32 -10.55 4 0.275 -12.32 14.6426 5 0.196633 -12.9555 14.6426 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 0.238989 1.29792 1.65857 2 -0.238994 -1.29794 -1.6586 4 1.38778e-013 1.45283e-013 0 5 -7.81981e-014 4.21755e-013 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 55.3653 6.99328 -13.4594 2 -20.4771 -3.92266 6.02961 4 -2.58075e-028 2.46519e-028 8.86732e-014 5 0 0 3.19741e-012 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 6.05798e-014 5.67038e-013 0 2 0 0 0 3 1.38778e-013 1.45283e-013 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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17618607 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 7.291985e+007 1.533791e-003 0.000000e+000 energy 6.578968e+002 2.393102e-002 6.578968e+001 displacement 8.100016e+002 8.100016e+002 8.100016e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17619363 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 7.291985e+007 3.516666e-008 0.000000e+000 energy 6.578968e+002 2.626413e-006 6.578968e+001 displacement 8.100016e+002 2.616744e-001 8.085891e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.226337e-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 : 4.018282e-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 5.76275 -13.5422 14.7552 2 0.275 -12.32 -10.55 4 0.275 -12.32 14.7552 5 0.208741 -12.8573 14.7552 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 0.506037 2.77214 3.55099 2 -0.506122 -2.77211 -3.55106 4 2.77556e-013 2.90566e-013 0 5 -2.33103e-014 1.92121e-012 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 118.28 14.9555 -28.5462 2 -43.7932 -8.27535 12.7172 4 -5.16149e-028 4.93038e-028 1.77346e-013 5 0 0 1.24841e-011 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 2.54245e-013 2.21177e-012 0 2 0 0 0 3 2.77556e-013 2.90566e-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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17619327 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 7.291988e+007 6.965701e-003 0.000000e+000 energy 6.581796e+002 3.729829e-002 6.581796e+001 displacement 8.080506e+002 8.080506e+002 8.080506e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17619543 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 7.291988e+007 1.699660e-006 0.000000e+000 energy 6.581796e+002 1.445465e-005 6.581796e+001 displacement 8.080506e+002 3.853158e-001 8.077757e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.793310e-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 : 5.553825e-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 : 0.15 Data Record #1 =========================================================================== Step = 3 Time = 0.15 Data = center_of_mass 1 5.76912 -13.4433 14.8678 2 0.275 -12.32 -10.55 4 0.275 -12.32 14.8678 5 0.22085 -12.7591 14.8678 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 0.825903 4.56653 5.87492 2 -0.826274 -4.56564 -5.87487 4 3.46945e-013 4.33681e-013 0 5 -3.25261e-014 2.34188e-012 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 195.085 24.7321 -46.6665 2 -72.4314 -13.4545 20.6593 4 -7.70372e-028 6.16298e-028 2.15307e-013 5 0 0 1.56631e-011 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 3.14419e-013 2.77556e-012 0 2 0 0 0 3 3.46945e-013 4.33681e-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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17619507 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 7.291993e+007 2.207881e-002 0.000000e+000 energy 6.592614e+002 5.865654e-002 6.592614e+001 displacement 8.076932e+002 8.076932e+002 8.076932e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17620119 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 7.291993e+007 2.908002e-005 0.000000e+000 energy 6.592614e+002 3.777469e-005 6.592614e+001 displacement 8.076932e+002 5.109167e-001 8.047122e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.364657e-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 : 8.036564e-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 5.7755 -13.3444 14.9804 2 0.275 -12.32 -10.55 4 0.275 -12.32 14.9804 5 0.232958 -12.6609 14.9804 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 1.2295 6.87582 8.90184 2 -1.231 -6.87521 -8.90231 4 5.55112e-013 5.81132e-013 0 5 -1.79978e-013 2.76255e-012 0 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 294.484 37.5045 -69.645 2 -109.849 -19.9521 30.603 4 -1.0323e-027 9.86076e-028 3.54693e-013 5 0 0 1.88666e-011 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 3.75134e-013 3.34368e-012 0 2 0 0 0 3 5.55112e-013 5.81132e-013 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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17620083 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 7.292006e+007 5.709008e-002 0.000000e+000 energy 6.615443e+002 7.396263e-002 6.615443e+001 displacement 8.000759e+002 8.000759e+002 8.000759e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17619471 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 7.292006e+007 5.304277e-005 0.000000e+000 energy 6.615443e+002 9.829648e-005 6.615443e+001 displacement 8.000759e+002 9.210777e-001 7.916734e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.931637e-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 : 8.384297e-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 : 0.25 Data Record #1 =========================================================================== Step = 5 Time = 0.25 Data = center_of_mass 1 5.78187 -13.2455 15.093 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.093 5 0.245067 -12.5627 15.093 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 1.72505 9.94104 12.9487 2 -1.73319 -9.93756 -12.9494 4 3.46945e-013 7.63278e-013 0 5 8.83625e-014 3.14419e-012 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 426.893 55.112 -99.0613 2 -160.067 -28.1536 42.9193 4 -1.35585e-027 6.16298e-028 1.85486e-013 5 0 0 2.20457e-011 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 4.35307e-013 3.90746e-012 0 2 0 0 0 3 3.46945e-013 7.63278e-013 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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17619435 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 7.292043e+007 1.010637e-001 0.000000e+000 energy 6.659966e+002 1.020458e-001 6.659966e+001 displacement 7.826061e+002 7.826061e+002 7.826061e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17620515 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 7.292043e+007 7.416084e-005 0.000000e+000 energy 6.659966e+002 7.467775e-005 6.659966e+001 displacement 7.826061e+002 4.306535e-001 7.692535e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.204101e-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 : 1.788112e-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 : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 5.78825 -13.1466 15.2056 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.2056 5 0.257175 -12.4645 15.2056 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 2.36119 13.9654 18.2896 2 -2.36288 -13.9647 -18.2907 4 -1.38778e-012 1.12757e-012 0 5 -1.40946e-013 -1.30711e-011 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 601.253 78.4291 -137.215 2 -226.506 -38.4459 58.317 4 -2.00297e-027 -2.46519e-027 -1.1202e-012 5 0 0 -6.75209e-011 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 -1.52873e-012 -1.19436e-011 0 2 0 0 0 3 -1.38778e-012 1.12757e-012 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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17620587 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 7.292099e+007 1.869520e-001 0.000000e+000 energy 6.713620e+002 1.491714e-001 6.713620e+001 displacement 7.550445e+002 7.550445e+002 7.550445e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17620335 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 7.292099e+007 1.390266e-004 0.000000e+000 energy 6.713620e+002 9.228524e-005 6.713620e+001 displacement 7.550445e+002 3.661336e-001 7.377182e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.146548e-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 : 2.005763e-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 : 0.35 Data Record #1 =========================================================================== Step = 7 Time = 0.35 Data = center_of_mass 1 5.79462 -13.0477 15.3182 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.3182 5 0.269284 -12.3664 15.3182 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 3.14353 19.1177 25.1169 2 -3.14419 -19.1185 -25.1184 4 -1.52656e-012 1.30104e-012 0 5 5.85469e-014 -1.26722e-011 0 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 824.116 108.354 -185.098 2 -311.336 -51.0552 77.3098 4 -2.31112e-027 -2.71171e-027 -1.23771e-012 5 0 0 -6.42932e-011 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 -1.46801e-012 -1.13711e-011 0 2 0 0 0 3 -1.52656e-012 1.30104e-012 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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17620335 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 7.292130e+007 2.027538e-001 0.000000e+000 energy 6.736923e+002 1.633273e-001 6.736923e+001 displacement 7.191948e+002 7.191948e+002 7.191948e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17619975 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 7.292130e+007 1.519631e-004 0.000000e+000 energy 6.736923e+002 9.320936e-005 6.736923e+001 displacement 7.191948e+002 3.580188e-001 6.982118e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.090731e-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 : 2.235843e-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 : 0.4 Data Record #1 =========================================================================== Step = 8 Time = 0.4 Data = center_of_mass 1 5.801 -12.9488 15.4308 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.4308 5 0.281392 -12.2682 15.4308 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 4.06912 25.4682 33.4721 2 -4.06936 -25.4691 -33.4729 4 -1.66533e-012 1.49186e-012 0 5 2.56956e-013 -1.23079e-011 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 1097.26 145.114 -243.04 2 -414.556 -65.8785 99.7544 4 -2.65008e-027 -2.95823e-027 -1.35679e-012 5 0 0 -6.11628e-011 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 -1.40838e-012 -1.0816e-011 0 2 0 0 0 3 -1.66533e-012 1.49186e-012 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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17620191 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 7.292157e+007 2.259610e-001 0.000000e+000 energy 6.750345e+002 1.623170e-001 6.750345e+001 displacement 6.768771e+002 6.768771e+002 6.768771e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17620515 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 7.292157e+007 2.369801e-004 0.000000e+000 energy 6.750345e+002 9.684288e-005 6.750345e+001 displacement 6.768771e+002 3.781292e-001 6.547507e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.248082e-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 : 2.114940e-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 : 0.45 Data Record #1 =========================================================================== Step = 9 Time = 0.45 Data = center_of_mass 1 5.80737 -12.8499 15.5434 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.5434 5 0.2935 -12.17 15.5434 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 5.11772 33.0067 43.2888 2 -5.11773 -33.0098 -43.2899 4 -1.38778e-012 1.59595e-012 0 5 1.73472e-013 -1.0764e-011 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 1418.93 188.625 -310.551 2 -534.755 -82.6899 125.248 4 -2.83497e-027 -2.46519e-027 -1.16257e-012 5 0 0 -5.18578e-011 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 -1.21431e-012 -9.16801e-012 0 2 0 0 0 3 -1.38778e-012 1.59595e-012 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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17620551 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 7.292187e+007 2.794000e-001 0.000000e+000 energy 6.765107e+002 1.531924e-001 6.765107e+001 displacement 6.328576e+002 6.328576e+002 6.328576e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17620551 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 7.292187e+007 2.465557e-004 0.000000e+000 energy 6.765107e+002 8.836102e-005 6.765107e+001 displacement 6.328576e+002 3.854209e-001 6.110378e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.672620e-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 : 2.350086e-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 : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 5.81374 -12.751 15.656 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.656 5 0.305609 -12.0718 15.656 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 6.2653 41.693 54.4712 2 -6.26504 -41.6997 -54.4724 4 -1.52656e-012 1.78677e-012 0 5 3.72966e-013 -1.03823e-011 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 1786.12 238.746 -386.917 2 -670.055 -101.253 153.316 4 -3.17393e-027 -2.71171e-027 -1.28165e-012 5 0 0 -4.86301e-011 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 -1.15359e-012 -8.59555e-012 0 2 0 0 0 3 -1.52656e-012 1.78677e-012 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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17620623 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 7.292237e+007 2.401850e-001 0.000000e+000 energy 6.786588e+002 1.381607e-001 6.786588e+001 displacement 5.898391e+002 5.898391e+002 5.898391e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17621163 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 7.292237e+007 1.540519e-004 0.000000e+000 energy 6.786588e+002 7.415828e-005 6.786588e+001 displacement 5.898391e+002 4.078190e-001 5.699467e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.522623e-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 : 1.972709e-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 : 0.55 Data Record #1 =========================================================================== Step = 11 Time = 0.55 Data = center_of_mass 1 5.82012 -12.6521 15.7686 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.7686 5 0.317717 -11.9736 15.7686 Data Record #2 =========================================================================== Step = 11 Time = 0.55 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Forces 1 7.48261 51.3827 66.8158 2 -7.48103 -51.3928 -66.8162 4 1.11022e-012 1.63064e-012 0 5 -4.55365e-014 7.83228e-012 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 2192.22 294.808 -470.718 2 -817.713 -121.259 183.328 4 -2.8966e-027 1.97215e-027 6.67009e-013 5 0 0 5.33964e-011 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 1.06469e-012 9.46292e-012 0 2 0 0 0 3 1.11022e-012 1.63064e-012 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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17621055 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 7.292276e+007 2.078778e-001 0.000000e+000 energy 6.795615e+002 1.157449e-001 6.795615e+001 displacement 5.513564e+002 5.513564e+002 5.513564e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17621199 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 7.292276e+007 1.362252e-004 0.000000e+000 energy 6.795615e+002 6.802659e-005 6.795615e+001 displacement 5.513564e+002 3.399810e-001 5.347071e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.008966e-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 : 1.986997e-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 : 0.6 Data Record #1 =========================================================================== Step = 12 Time = 0.6 Data = center_of_mass 1 5.82649 -12.5533 15.8812 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.8812 5 0.329826 -11.8754 15.8812 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 8.74476 61.9 80.0977 2 -8.74259 -61.9124 -80.0989 4 8.32667e-013 1.80411e-012 0 5 2.92735e-013 8.22259e-012 0 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 2629.88 355.833 -560.36 2 -975.122 -142.333 214.704 4 -3.20475e-027 1.47911e-027 4.47679e-013 5 0 0 5.65758e-011 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 1.1254e-012 1.00267e-011 0 2 0 0 0 3 8.32667e-013 1.80411e-012 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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17621199 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 7.292335e+007 1.906268e-001 0.000000e+000 energy 6.812144e+002 1.013352e-001 6.812144e+001 displacement 5.192898e+002 5.192898e+002 5.192898e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17621811 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 7.292335e+007 1.341845e-004 0.000000e+000 energy 6.812144e+002 6.191618e-005 6.812144e+001 displacement 5.192898e+002 2.618808e-001 5.056615e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.888770e-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 : 2.647940e-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 : 0.65 Data Record #1 =========================================================================== Step = 13 Time = 0.65 Data = center_of_mass 1 5.83287 -12.4544 15.9938 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.9938 5 0.341934 -11.7772 15.9938 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 10.0377 73.1017 94.1409 2 -10.0355 -73.1163 -94.1428 4 -1.94289e-012 2.25514e-012 0 5 5.48606e-013 -8.08381e-012 0 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 3093.27 420.964 -654.682 2 -1140.26 -164.218 247.079 4 -4.00593e-027 -2.46519e-027 -1.22221e-012 5 0 0 -3.30153e-011 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 -8.39172e-013 -5.82867e-012 0 2 5.55112e-013 0 0 3 -1.38778e-012 2.25514e-012 0 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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17621811 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 7.292386e+007 1.810810e-001 0.000000e+000 energy 6.828815e+002 7.998477e-002 6.828815e+001 displacement 4.929882e+002 4.929882e+002 4.929882e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17621415 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 7.292386e+007 1.475531e-004 0.000000e+000 energy 6.828815e+002 5.974105e-005 6.828815e+001 displacement 4.929882e+002 2.022613e-001 4.821638e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.232455e-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 : 2.220446e-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 : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 5.83924 -12.3555 16.1064 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.1064 5 0.354043 -11.679 16.1064 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 11.353 84.8582 108.792 2 -11.3494 -84.874 -108.795 4 -5.55112e-013 2.22045e-012 0 5 1.37911e-012 1.00267e-011 0 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 3577.28 489.443 -752.76 2 -1311.45 -186.754 280.194 4 -3.9443e-027 0 -2.00896e-013 5 0 0 6.91077e-011 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 1.37911e-012 1.22471e-011 0 2 5.55112e-013 0 0 3 0 2.22045e-012 0 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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17621415 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 7.292444e+007 1.519453e-001 0.000000e+000 energy 6.850906e+002 5.990596e-002 6.850906e+001 displacement 4.726454e+002 4.726454e+002 4.726454e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17622459 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 7.292444e+007 1.612609e-004 0.000000e+000 energy 6.850906e+002 5.217898e-005 6.850906e+001 displacement 4.726454e+002 1.121582e-001 4.656930e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.289997e-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 : 3.560971e-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 5.84562 -12.2566 16.219 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.219 5 0.366151 -11.5808 16.219 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 12.6756 96.9994 123.849 2 -12.6713 -97.0199 -123.852 4 0 2.35922e-012 -3.55271e-011 5 8.82541e-013 1.04604e-011 3.55271e-011 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 4075.09 560.252 -853.242 2 -1486.42 -209.697 313.728 4 2.60654e-011 -3.21434e-012 1.93819e-013 5 0 0 7.23339e-011 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 1.43765e-012 1.28196e-011 0 2 5.55112e-013 0 0 3 5.55112e-013 2.35922e-012 -3.55271e-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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17622423 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 7.292509e+007 1.076118e-001 0.000000e+000 energy 6.874724e+002 3.596171e-002 6.874724e+001 displacement 4.599253e+002 4.599253e+002 4.599253e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17621775 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 7.292509e+007 7.980418e-005 0.000000e+000 energy 6.874724e+002 2.919470e-005 6.874724e+001 displacement 4.599253e+002 5.172643e-002 4.559737e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.455944e-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 : 2.701940e-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 : 0.8 Data Record #1 =========================================================================== Step = 16 Time = 0.8 Data = center_of_mass 1 5.85199 -12.1577 16.3316 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.3316 5 0.37826 -11.4827 16.3316 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 13.9942 109.358 139.116 2 -13.9913 -109.377 -139.12 4 5.55112e-013 2.46331e-012 0 5 5.22585e-013 1.20043e-011 0 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 4580.14 632.333 -954.855 2 -1663.07 -232.714 347.272 4 -4.37571e-027 1.97215e-027 5.91673e-013 5 0 0 8.16397e-011 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 1.63281e-012 1.44676e-011 0 2 5.55112e-013 0 0 3 1.11022e-012 2.46331e-012 0 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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17621703 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 7.292581e+007 7.441306e-002 0.000000e+000 energy 6.902692e+002 2.924273e-002 6.902692e+001 displacement 4.527876e+002 4.527876e+002 4.527876e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17622927 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 7.292581e+007 2.825162e-005 0.000000e+000 energy 6.902692e+002 1.627924e-005 6.902692e+001 displacement 4.527876e+002 3.051586e-002 4.504753e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.511786e-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 : 3.563203e-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 5.85837 -12.0588 16.4442 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.4442 5 0.390368 -11.3845 16.4442 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 15.3038 121.819 154.469 2 -15.3025 -121.831 -154.471 4 2.77556e-013 2.60209e-012 -3.55271e-011 5 8.60857e-013 1.24206e-011 3.55271e-011 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 5088.22 704.978 -1056.8 2 -1840.16 -255.66 380.659 4 2.60654e-011 -3.21434e-012 3.75482e-013 5 0 0 8.47708e-011 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 1.69352e-012 1.50227e-011 0 2 5.55112e-013 0 0 3 8.32667e-013 2.60209e-012 -3.55271e-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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17622855 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 7.292667e+007 5.251355e-002 0.000000e+000 energy 6.929300e+002 2.197911e-002 6.929300e+001 displacement 4.486587e+002 4.486587e+002 4.486587e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17623323 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 7.292667e+007 1.555333e-005 0.000000e+000 energy 6.929300e+002 1.196043e-005 6.929300e+001 displacement 4.486587e+002 2.243820e-002 4.472338e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.950354e-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 : 3.216123e-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 : 0.9 Data Record #1 =========================================================================== Step = 18 Time = 0.9 Data = center_of_mass 1 5.86474 -11.9599 16.5568 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.5568 5 0.402477 -11.2863 16.5568 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 16.6013 134.323 169.839 2 -16.6016 -134.33 -169.839 4 -1.66533e-012 3.01842e-012 0 5 7.069e-013 -4.92661e-012 0 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 5597.03 777.82 -1158.66 2 -2017.11 -278.501 413.841 4 -5.36179e-027 -1.97215e-027 -1.08764e-012 5 0 0 -1.08968e-011 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 -4.03323e-013 -1.9082e-012 0 2 5.55112e-013 0 0 3 -1.11022e-012 3.01842e-012 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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17623323 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 7.292753e+007 3.959661e-002 0.000000e+000 energy 6.957070e+002 2.114768e-002 6.957070e+001 displacement 4.461668e+002 4.461668e+002 4.461668e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17623287 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 7.292753e+007 1.098391e-005 0.000000e+000 energy 6.957070e+002 1.188114e-005 6.957070e+001 displacement 4.461668e+002 2.010055e-002 4.452447e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.625194e-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 : 3.565619e-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 : 0.95 Data Record #1 =========================================================================== Step = 19 Time = 0.95 Data = center_of_mass 1 5.87111 -11.861 16.6694 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.6694 5 0.414585 -11.1881 16.6694 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 17.886 146.833 185.188 2 -17.8878 -146.837 -185.188 4 2.77556e-013 2.91434e-012 -3.55271e-011 5 9.82287e-013 1.32359e-011 3.55271e-011 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 6105.28 850.672 -1260.22 2 -2193.55 -301.217 446.789 4 2.60654e-011 -3.21434e-012 3.47231e-013 5 0 0 9.11296e-011 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 1.81495e-012 1.61503e-011 0 2 5.55112e-013 0 0 3 8.32667e-013 2.91434e-012 -3.55271e-011 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 ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17623287 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 7.292846e+007 3.174389e-002 0.000000e+000 energy 6.982334e+002 2.021412e-002 6.982334e+001 displacement 4.446198e+002 4.446198e+002 4.446198e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 384453 Nr of nonzeroes in stiffness matrix ....... : 17623071 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 7.292846e+007 7.792705e-006 0.000000e+000 energy 6.982334e+002 1.219981e-005 6.982334e+001 displacement 4.446198e+002 2.016760e-002 4.439691e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.307027e-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 : 3.568941e-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 5.87749 -11.7621 16.782 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.782 5 0.426693 -11.0899 16.782 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 19.1588 159.325 200.492 2 -19.1609 -159.33 -200.492 4 -1.38778e-012 3.29597e-012 -3.55271e-011 5 5.48606e-013 -4.0766e-012 3.55271e-011 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 6612.15 923.378 -1361.37 2 -2369.28 -323.804 479.502 4 2.60654e-011 -3.21434e-012 -9.09112e-013 5 0 0 -4.53951e-012 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 -2.84061e-013 -7.80626e-013 0 2 5.55112e-013 0 0 3 -8.32667e-013 3.29597e-012 -3.55271e-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 ............ : 40 Average number of equilibrium iterations .......... : 2 Total number of right hand evaluations ............ : 60 Total number of stiffness reformations ............ : 40 Time in linear solver: 0:22:12 Elapsed time : 0:28:23 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:04 (3.722 sec) Initialization time ............. : 0:00:00 (0.48 sec) Solve time ...................... : 0:28:23 (1703.09 sec) IO-time (plot, dmp, data) .... : 0:00:08 (8.03 sec) reforming stiffness .......... : 0:01:31 (91.21 sec) evaluating stiffness ......... : 0:02:04 (124.301 sec) evaluating residual .......... : 0:00:12 (12.444 sec) model update ................. : 0:02:12 (131.993 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:22:12 (1331.75 sec) Total elapsed time .............. : 0:28:27 (1707.29 sec) N O R M A L T E R M I N A T I O N