=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 : C:\oks_simulations\oks001\model\with_insitu_strain\FeBio_custom.feb Plot file : C:\oks_simulations\oks001\model\with_insitu_strain\FeBio_custom.xplt Log file : C:\oks_simulations\oks001\model\with_insitu_strain\FeBio_custom.log MESH INFO =========================================================================== Number of materials ............................ : 24 Number of domains .............................. : 19 Number of nodes ................................ : 306490 Number of solid elements ....................... : 836955 Number of shell elements ....................... : 226320 CONTROL DATA =========================================================================== Module type .................................... : solid Analysis type .................................. : quasi-static Number of timesteps ............................ : 40 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 ........................... : 9 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) prestrain stretch (type = float, format = ITEM) 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 - PTB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -12.355,51.085,12.64 --------------------------------------------------------------------------- 2 - FBB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0,0,0 --------------------------------------------------------------------------- 3 - TBB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -3.34,-9.92,-15.915 --------------------------------------------------------------------------- 4 - FMB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -7.44,-9.16,8.89 --------------------------------------------------------------------------- 5 - QAT (type: uncoupled prestrain elastic) density ........................................... : 1 k ................................................. : 206.61 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 mat_axis: (type: vector) vector .......................................... : -0.123793,-0.394232,0.910635 a ............................................... : -0.123793,-0.394232,0.910635 d ............................................... : 0,0,1 elastic: (type: trans iso Mooney-Rivlin) density ......................................... : 1e-009 k ............................................... : 0 laugon .......................................... : false atol ............................................ : 0.01 minaug .......................................... : 0 maxaug .......................................... : 0 pressure_model .................................. : 0 c1 .............................................. : 2.75 c2 .............................................. : 0 c3 .............................................. : 0.065 c4 .............................................. : 115.89 c5 .............................................. : 777.56 lam_max ......................................... : 1.042 prestrain: (type: in-situ stretch) stretch ......................................... : 1 isochoric ....................................... : true --------------------------------------------------------------------------- 6 - TBC-L (type: Mooney-Rivlin) density ........................................... : 1e-009 k ................................................. : 100 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 2.54 c2 ................................................ : 0 --------------------------------------------------------------------------- 7 - PCL (type: uncoupled prestrain elastic) density ........................................... : 1 k ................................................. : 243.9 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 mat_axis: (type: vector) vector .......................................... : 0.389971,-0.648082,-0.654151 a ............................................... : 0.389971,-0.648082,-0.654151 d ............................................... : 0,0,1 elastic: (type: trans iso Mooney-Rivlin) density ......................................... : 1e-009 k ............................................... : 0 laugon .......................................... : false atol ............................................ : 0.01 minaug .......................................... : 0 maxaug .......................................... : 0 pressure_model .................................. : 0 c1 .............................................. : 3.25 c2 .............................................. : 0 c3 .............................................. : 0.1196 c4 .............................................. : 87.178 c5 .............................................. : 431.063 lam_max ......................................... : 1.035 prestrain: (type: in-situ stretch) stretch ......................................... : 1 isochoric ....................................... : true --------------------------------------------------------------------------- 8 - PTC (type: Mooney-Rivlin) density ........................................... : 1e-009 k ................................................. : 100 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 2.54 c2 ................................................ : 0 --------------------------------------------------------------------------- 9 - ACL (type: uncoupled prestrain elastic) density ........................................... : 1 k ................................................. : 146.41 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 mat_axis: (type: vector) vector .......................................... : -0.399455,0.525149,-0.751435 a ............................................... : -0.399455,0.525149,-0.751435 d ............................................... : 0,0,1 elastic: (type: trans iso Mooney-Rivlin) density ......................................... : 1e-009 k ............................................... : 0 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 prestrain: (type: in-situ stretch) stretch ......................................... : 1 isochoric ....................................... : true --------------------------------------------------------------------------- 10 - MCL (type: uncoupled prestrain elastic) density ........................................... : 1 k ................................................. : 793.65 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 mat_axis: (type: vector) vector .......................................... : 0.233312,-0.0714992,-0.96977 a ............................................... : 0.233312,-0.0714992,-0.96977 d ............................................... : 0,0,1 elastic: (type: trans iso Mooney-Rivlin) density ......................................... : 1e-009 k ............................................... : 0 laugon .......................................... : false atol ............................................ : 0.01 minaug .......................................... : 0 maxaug .......................................... : 0 pressure_model .................................. : 0 c1 .............................................. : 1.44 c2 .............................................. : 0 c3 .............................................. : 0.57 c4 .............................................. : 48 c5 .............................................. : 467.1 lam_max ......................................... : 1.063 prestrain: (type: in-situ stretch) stretch ......................................... : 1 isochoric ....................................... : true --------------------------------------------------------------------------- 11 - PTL (type: uncoupled prestrain elastic) density ........................................... : 1 k ................................................. : 206.61 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 mat_axis: (type: vector) vector .......................................... : 0.320864,-0.44475,-0.836208 a ............................................... : 0.320864,-0.44475,-0.836208 d ............................................... : 0,0,1 elastic: (type: trans iso Mooney-Rivlin) density ......................................... : 1e-009 k ............................................... : 0 laugon .......................................... : false atol ............................................ : 0.01 minaug .......................................... : 0 maxaug .......................................... : 0 pressure_model .................................. : 0 c1 .............................................. : 2.75 c2 .............................................. : 0 c3 .............................................. : 0.065 c4 .............................................. : 115.89 c5 .............................................. : 777.56 lam_max ......................................... : 1.042 prestrain: (type: in-situ stretch) stretch ......................................... : 1 isochoric ....................................... : true --------------------------------------------------------------------------- 12 - MNS-L (type: trans iso Mooney-Rivlin) density ........................................... : 1e-009 k ................................................. : 92.16 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 4.61 c2 ................................................ : 0 c3 ................................................ : 0.1197 c4 ................................................ : 150 c5 ................................................ : 400 lam_max ........................................... : 1.019 --------------------------------------------------------------------------- 13 - MNS-M (type: trans iso Mooney-Rivlin) density ........................................... : 1e-009 k ................................................. : 92.16 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 4.61 c2 ................................................ : 0 c3 ................................................ : 0.1197 c4 ................................................ : 150 c5 ................................................ : 400 lam_max ........................................... : 1.019 --------------------------------------------------------------------------- 14 - LCL (type: uncoupled prestrain elastic) density ........................................... : 1 k ................................................. : 793.65 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 mat_axis: (type: vector) vector .......................................... : -0.177322,0.245931,0.95293 a ............................................... : -0.177322,0.245931,0.95293 d ............................................... : 0,0,1 elastic: (type: trans iso Mooney-Rivlin) density ......................................... : 1e-009 k ............................................... : 0 laugon .......................................... : false atol ............................................ : 0.01 minaug .......................................... : 0 maxaug .......................................... : 0 pressure_model .................................. : 0 c1 .............................................. : 1.44 c2 .............................................. : 0 c3 .............................................. : 0.57 c4 .............................................. : 48 c5 .............................................. : 467.1 lam_max ......................................... : 1.063 prestrain: (type: in-situ stretch) stretch ......................................... : 1 isochoric ....................................... : true --------------------------------------------------------------------------- 15 - TBC-M (type: Mooney-Rivlin) density ........................................... : 1e-009 k ................................................. : 100 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 2.54 c2 ................................................ : 0 --------------------------------------------------------------------------- 16 - FMC (type: Mooney-Rivlin) density ........................................... : 1e-009 k ................................................. : 100 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 2.54 c2 ................................................ : 0 --------------------------------------------------------------------------- 17 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -3.34,-9.92,-15.915 --------------------------------------------------------------------------- 18 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -7.44,-9.16,8.89 --------------------------------------------------------------------------- 19 - PFPO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -12.355,51.085,12.64 --------------------------------------------------------------------------- 20 - PFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -7.44,-9.16,8.89 --------------------------------------------------------------------------- 21 - QSO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -13.0645,39.0553,68.6476 --------------------------------------------------------------------------- 22 - unknown (type: nonlinear spring) --------------------------------------------------------------------------- 23 - unknown (type: nonlinear spring) --------------------------------------------------------------------------- 24 - unknown (type: linear spring) E ................................................. : 1000 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : -12.355, 51.085, 12.64 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, 0, 0 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 : 3 center of mass : -3.34, -9.92, -15.915 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 : 4 center of mass : -7.44, -9.16, 8.89 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 5: material id : 17 center of mass : -3.34, -9.92, -15.915 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 6: material id : 18 center of mass : -7.44, -9.16, 8.89 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 7: material id : 19 center of mass : -12.355, 51.085, 12.64 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 8: material id : 20 center of mass : -7.44, -9.16, 8.89 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 9: material id : 21 center of mass : -13.0645, 39.0553, 68.6476 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 --------------------------------------------------------------------------- contact interface 3 - 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 4 - 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 5 - 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 6 - 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 7 - 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 8 - 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 9 - 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 10 - 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 11 - 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 12 - 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 13 - 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 14 - 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 15 - 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 16 - 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 17 - 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 18 - 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 ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19879560 1 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.122698e+004 6.215309e+006 0.000000e+000 energy 1.464519e+002 2.967824e+001 1.464519e+001 displacement 1.939285e+004 1.939285e+004 1.939285e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19826910 2 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.122698e+004 3.549783e+006 0.000000e+000 energy 1.464519e+002 4.111558e-001 1.464519e+001 displacement 1.939285e+004 1.265108e+004 3.170669e-001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19781244 3 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 0.046083 convergence norms : INITIAL CURRENT REQUIRED residual 1.122698e+004 3.238590e+006 0.000000e+000 energy 1.464519e+002 6.220437e-002 1.464519e+001 displacement 1.939285e+004 7.486033e+000 2.975358e-001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19778094 4 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.122698e+004 8.098871e+005 0.000000e+000 energy 1.464519e+002 1.616750e-001 1.464519e+001 displacement 1.939285e+004 2.652112e+003 1.861969e-001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19752084 5 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.122698e+004 4.022598e+004 0.000000e+000 energy 1.464519e+002 9.487614e-002 1.464519e+001 displacement 1.939285e+004 5.280971e+002 3.008130e-001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19737630 6 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 6 step from line search = 0.618474 convergence norms : INITIAL CURRENT REQUIRED residual 1.122698e+004 1.141428e+005 0.000000e+000 energy 1.464519e+002 3.406773e-002 1.464519e+001 displacement 1.939285e+004 1.282679e+003 2.970806e-001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19732824 7 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 7 step from line search = 0.448814 convergence norms : INITIAL CURRENT REQUIRED residual 1.122698e+004 4.571558e+004 0.000000e+000 energy 1.464519e+002 1.237410e-002 1.464519e+001 displacement 1.939285e+004 1.094441e+002 3.492864e-001 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19731168 8 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 8 step from line search = 0.252513 convergence norms : INITIAL CURRENT REQUIRED residual 1.122698e+004 2.686215e+004 0.000000e+000 energy 1.464519e+002 3.933211e-003 1.464519e+001 displacement 1.939285e+004 1.581498e+001 3.751324e-001 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19730286 9 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 9 step from line search = 0.182521 convergence norms : INITIAL CURRENT REQUIRED residual 1.122698e+004 1.844140e+004 0.000000e+000 energy 1.464519e+002 2.071274e-003 1.464519e+001 displacement 1.939285e+004 6.447593e+000 3.938858e-001 Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19730016 10 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 10 step from line search = 0.112647 convergence norms : INITIAL CURRENT REQUIRED residual 1.122698e+004 1.474965e+004 0.000000e+000 energy 1.464519e+002 8.764614e-004 1.464519e+001 displacement 1.939285e+004 4.238801e+000 4.102164e-001 Reforming stiffness matrix: reformation #11 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19730646 11 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 11 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.122698e+004 1.337704e+001 0.000000e+000 energy 1.464519e+002 6.574569e-004 1.464519e+001 displacement 1.939285e+004 1.946790e+001 4.336657e-001 Reforming stiffness matrix: reformation #12 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19729836 12 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 21 stiffness matrix reformations = 12 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.122698e+004 4.939491e-003 0.000000e+000 energy 1.464519e+002 9.522776e-005 1.464519e+001 displacement 1.939285e+004 2.940967e-001 4.348954e-001 ........................ augmentation # 1 max norm = 0.00629487 (0.03) max norm = 0.041429 (0.03) max norm = 0.0218506 (0.03) max norm = 0.0638826 (0.03) max norm = 0.00730773 (0.03) max norm = 0.0241322 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.199368e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.161113e-005 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.802182e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 1.161114e-005 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.227373e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.161119e-005 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.012738e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.114509e-010 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.330070e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.660711e-010 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.342577e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.020805e-010 1.000000e-004 convergence summary number of iterations : 12 number of reformations : 0 ------- converged at time : 0.05 Data Record #1 =========================================================================== Step = 1 Time = 0.05 Data = center_of_mass 1 -12.23 50.9625 12.7154 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.43368 -9.04987 8.97464 17 -3.34 -9.92 -15.8336 18 -7.4476 -9.05218 8.97466 19 -12.2441 50.9621 12.9054 20 -7.79613 -9.11004 8.97496 21 -12.8815 38.9327 68.7224 Data Record #2 =========================================================================== Step = 1 Time = 0.05 Data = rotation_quaternion 1 0.00120524 0.000974005 -0.00126983 0.999998 2 0 0 0 1 3 0 0 0 1 4 -8.85465e-005 0.000417844 -0.00353961 0.999994 17 -1.14476e-005 -1.94191e-006 -0.00353961 0.999994 18 -9.42703e-005 0.000416873 -0.00353962 0.999994 19 0.00137563 0.000976524 -0.00354376 0.999992 20 0.0014268 0.000674898 -0.00354027 0.999992 21 -0.00113695 0.000702499 -0.00188208 0.999997 Data Record #3 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Forces 1 -0.00126749 0.00421198 -0.000400264 2 0.0137179 -0.0179394 -0.0720274 3 -0.0137163 0.0179373 0.0720203 4 0.00233123 0.00131731 0.00120394 17 0.000220011 3.61004e-005 3.40214e-006 18 -0.000173406 -0.000316161 -0.000151689 19 3.78552e-005 0.000237307 -1.61606e-005 20 2.95915e-005 -0.000353562 -0.000171925 21 2.65712e-005 8.02441e-006 5.42796e-005 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 -0.00605056 -0.00243873 -0.0103624 2 0.417288 2.77598 -0.617141 3 0.0139187 -3.23572 0.790577 4 0.00683935 -0.000337456 -0.0282828 17 -0.00075656 0.00548281 -0.00032088 18 -0.000175506 -1.72766e-005 -1.75722e-006 19 0.000990455 0.000527203 0.0019294 20 -0.000229571 0.000146648 -5.37355e-005 21 -7.06893e-005 0.000245205 -4.09633e-005 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 0 0 0 2 4.62992e-005 -0.000279691 -0.000148286 3 -3.06246e-007 3.69896e-007 -9.62038e-012 4 0.000219705 3.64703e-005 3.40213e-006 5 5.77783e-005 -0.000349058 -0.000189317 6 -9.66841e-006 -0.000232803 -1.23186e-006 7 2.81868e-005 4.50423e-006 -1.73924e-005 8 0.0214739 0.028175 0.000582003 Data Record #6 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Moment 1 0 0 0 2 34.3632 5.70414 1.67307e-007 3 34.3632 5.70414 0 4 34.3634 5.70417 1.92388e-006 5 -4.65167e-005 0.00028114 0.000174895 6 0.000258497 -0.000425518 1.81727e-005 7 0.0001995 3.54272e-005 0.000229627 8 0 0 0 ===== beginning time step 2 : 0.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19729332 1 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 0.370116 convergence norms : INITIAL CURRENT REQUIRED residual 6.846641e+003 2.198235e+003 0.000000e+000 energy 1.505462e-001 2.223622e-002 1.505462e-002 displacement 1.074012e+002 1.471247e+001 1.471247e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19731114 2 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.846641e+003 4.160329e+002 0.000000e+000 energy 1.505462e-001 2.780699e-003 1.505462e-002 displacement 1.074012e+002 4.635163e+001 1.113275e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19734552 3 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 0.376810 convergence norms : INITIAL CURRENT REQUIRED residual 6.846641e+003 1.628056e+002 0.000000e+000 energy 1.505462e-001 2.706705e-004 1.505462e-002 displacement 1.074012e+002 3.852689e-001 1.217160e-002 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19734570 4 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.846641e+003 3.160664e-002 0.000000e+000 energy 1.505462e-001 1.974977e-004 1.505462e-002 displacement 1.074012e+002 1.115542e+000 1.431069e-002 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19734246 5 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.846641e+003 1.347206e-002 0.000000e+000 energy 1.505462e-001 3.608767e-005 1.505462e-002 displacement 1.074012e+002 1.169239e-001 1.482010e-002 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19734228 6 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.846641e+003 1.890334e-003 0.000000e+000 energy 1.505462e-001 4.753824e-005 1.505462e-002 displacement 1.074012e+002 2.716228e-002 1.494814e-002 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19734192 7 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.846641e+003 5.592367e-003 0.000000e+000 energy 1.505462e-001 6.208187e-006 1.505462e-002 displacement 1.074012e+002 4.115568e-002 1.499188e-002 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19734228 8 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.846641e+003 9.701575e-005 0.000000e+000 energy 1.505462e-001 8.486071e-006 1.505462e-002 displacement 1.074012e+002 5.435097e-003 1.500678e-002 ........................ augmentation # 1 max norm = 0.00743288 (0.03) max norm = 0.0391918 (0.03) max norm = 0.0199904 (0.03) max norm = 0.0757135 (0.03) max norm = 0.00741457 (0.03) max norm = 0.0486679 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.799184e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.322904e-005 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.511291e-015 1.000000e-002 moment: 1.000000e+000 *** angle : 1.322904e-005 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.761278e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.322904e-005 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.280610e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.825903e-013 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.187515e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.038494e-014 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.018306e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 6.473441e-014 1.000000e-004 convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.1 Data Record #1 =========================================================================== Step = 2 Time = 0.1 Data = center_of_mass 1 -12.2285 50.9993 12.7034 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.43023 -9.0195 8.96138 17 -3.34 -9.92 -15.8441 18 -7.4516 -9.02304 8.96138 19 -12.2401 50.9991 12.859 20 -7.82185 -9.08429 8.96144 21 -12.9104 38.9823 68.713 Data Record #2 =========================================================================== Step = 2 Time = 0.1 Data = rotation_quaternion 1 0.000952808 0.000786158 -0.00190497 0.999997 2 0 0 0 1 3 0 0 0 1 4 -3.17857e-005 6.88445e-005 -0.00380648 0.999993 17 -1.30433e-005 -2.20902e-006 -0.00380648 0.999993 18 -3.83073e-005 6.774e-005 -0.00380648 0.999993 19 0.00109612 0.000787698 -0.00381268 0.999992 20 0.00118302 0.000274584 -0.00380656 0.999992 21 -0.00110048 0.000611852 -0.00250383 0.999996 Data Record #3 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Forces 1 -1.67156e-007 6.06831e-007 -7.52697e-008 2 0.0382573 -0.0509918 -0.198605 3 -0.0382572 0.0509917 0.198605 4 -4.43571e-006 -1.36578e-006 3.80434e-006 17 1.4411e-008 2.3599e-009 9.85225e-009 18 -9.85137e-009 -2.98949e-008 -7.41085e-009 19 5.62784e-008 3.04928e-008 -8.04877e-008 20 -5.35881e-008 -6.14154e-008 8.36259e-008 21 3.05359e-009 -9.56303e-010 5.07684e-009 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 1.8958e-006 2.90582e-007 1.29866e-006 2 1.10471 7.65059 -1.75132 3 0.0547043 -8.92391 2.29678 4 5.25514e-006 2.13481e-005 8.23647e-005 17 -3.97709e-008 3.60822e-007 9.5768e-007 18 -7.52244e-006 -9.55314e-007 -7.92228e-007 19 5.07965e-006 6.20153e-007 3.92547e-006 20 6.5963e-009 -9.2934e-007 -4.31197e-007 21 4.11843e-008 1.19249e-007 1.29244e-008 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 0 0 0 2 4.55199e-009 -2.75111e-008 2.44159e-009 3 -7.60575e-012 2.39327e-011 1.88613e-013 4 1.44034e-008 2.38384e-009 9.85244e-009 5 8.60021e-009 -5.19804e-008 3.54426e-009 6 5.90986e-009 -2.10578e-008 4.06081e-010 7 6.21883e-008 9.43499e-009 -8.00817e-008 8 0.0231137 0.0258727 0.000364557 Data Record #6 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Moment 1 0 0 0 2 39.1549 6.47807 1.86617e-007 3 39.1549 6.47807 0 4 39.1549 6.47807 9.78842e-007 5 7.40002e-008 -4.47549e-007 -3.07046e-007 6 -1.48776e-007 -2.42931e-008 -1.10984e-008 7 1.42974e-007 2.5033e-008 1.29022e-007 8 0 0 0 ===== beginning time step 3 : 0.15 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19734228 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 7.468816e+003 1.878385e+003 0.000000e+000 energy 1.520007e-001 2.631606e-003 1.520007e-002 displacement 9.608147e+001 9.608147e+001 9.608147e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19740276 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 7.468816e+003 1.465895e-001 0.000000e+000 energy 1.520007e-001 3.679182e-004 1.520007e-002 displacement 9.608147e+001 3.356672e+000 1.272945e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19738962 3 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.468816e+003 2.203191e-003 0.000000e+000 energy 1.520007e-001 1.381581e-005 1.520007e-002 displacement 9.608147e+001 2.294027e-001 1.359110e-002 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19738890 4 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.468816e+003 2.277785e-005 0.000000e+000 energy 1.520007e-001 1.604866e-006 1.520007e-002 displacement 9.608147e+001 1.317949e-002 1.380229e-002 ........................ augmentation # 1 max norm = 0.00859672 (0.03) max norm = 0.0369752 (0.03) max norm = 0.0229786 (0.03) max norm = 0.0889503 (0.03) max norm = 0.00829779 (0.03) max norm = 0.0724748 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.098041e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 1.478709e-005 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.041669e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.478705e-005 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.584474e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 1.478705e-005 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.580469e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 1.599987e-012 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.189458e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 3.556749e-012 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.936476e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 3.410348e-012 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.15 Data Record #1 =========================================================================== Step = 3 Time = 0.15 Data = center_of_mass 1 -12.2236 51.0359 12.6918 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.42386 -8.98901 8.94829 17 -3.34 -9.92 -15.8548 18 -7.45551 -8.99422 8.94828 19 -12.2328 51.0357 12.8154 20 -7.8446 -9.05839 8.94809 21 -12.9322 39.0304 68.7037 Data Record #2 =========================================================================== Step = 3 Time = 0.15 Data = rotation_quaternion 1 0.000722407 0.000635119 -0.00254683 0.999996 2 0 0 0 1 3 0 0 0 1 4 1.71129e-005 -0.000234248 -0.00407261 0.999992 17 -1.45801e-005 -2.4653e-006 -0.00407261 0.999992 18 9.82282e-006 -0.000235481 -0.00407261 0.999992 19 0.000837892 0.000635929 -0.00408106 0.999991 20 0.000958122 -7.5136e-005 -0.00407238 0.999991 21 -0.00106376 0.000554238 -0.00313681 0.999994 Data Record #3 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Forces 1 3.3911e-005 -3.17449e-005 -3.16134e-005 2 0.0646608 -0.0859885 -0.333084 3 -0.0646614 0.0859887 0.333083 4 4.47262e-006 6.37433e-005 6.8741e-005 17 5.50659e-006 8.97502e-007 2.48337e-007 18 -4.73239e-006 -5.6016e-006 3.56708e-006 19 3.41186e-006 2.12385e-006 2.11281e-006 20 -1.65186e-006 -3.12594e-006 2.26626e-007 21 1.22776e-007 1.5504e-007 6.18157e-007 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 0.000819288 0.00100914 -0.00130992 2 1.83109 12.8206 -2.95278 3 0.104568 -14.9624 3.88129 4 0.00089237 -0.000418665 0.00323002 17 -2.4054e-005 0.000136344 -8.49926e-006 18 0.000103142 1.80743e-005 4.93433e-007 19 -0.000129788 -3.79162e-005 0.000136805 20 4.24018e-006 8.13083e-006 -6.44023e-006 21 5.20194e-007 4.71763e-007 -8.07176e-007 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 0 0 0 2 7.72214e-007 -4.69387e-006 3.81542e-006 3 -1.98195e-009 1.02264e-008 -2.08514e-013 4 5.50461e-006 9.07728e-007 2.48337e-007 5 4.53428e-007 -2.75614e-006 2.24006e-006 6 -1.30657e-006 -1.75406e-006 -9.93795e-008 7 2.10529e-006 3.69796e-007 2.01343e-006 8 0.0248725 0.0238152 0.000132156 Data Record #6 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Moment 1 0 0 0 2 43.7702 7.21773 8.14028e-008 3 43.7701 7.21771 0 4 43.77 7.21771 -4.12087e-007 5 6.83478e-007 -4.15143e-006 2.31044e-006 6 6.29728e-006 8.60052e-006 4.79138e-007 7 -5.44979e-006 -8.01688e-007 8.62156e-006 8 0 0 0 ===== beginning time step 4 : 0.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19738872 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 8.164444e+003 1.408686e+003 0.000000e+000 energy 1.534309e-001 4.203457e-003 1.534309e-002 displacement 8.043184e+001 8.043184e+001 8.043184e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19744362 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 8.164444e+003 1.720347e-001 0.000000e+000 energy 1.534309e-001 3.460312e-004 1.534309e-002 displacement 8.043184e+001 3.101311e+000 1.096262e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19743840 3 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.164444e+003 2.464890e-004 0.000000e+000 energy 1.534309e-001 2.487075e-005 1.534309e-002 displacement 8.043184e+001 2.127113e-001 1.183979e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.00972473 (0.03) max norm = 0.0347408 (0.03) max norm = 0.0266024 (0.03) max norm = 0.102827 (0.03) max norm = 0.00948065 (0.03) max norm = 0.0959746 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.264599e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.633945e-005 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.810373e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 1.633941e-005 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.384919e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.633940e-005 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.068689e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 5.479934e-011 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.219124e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 9.436471e-011 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.149661e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 6.507467e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.2 Data Record #1 =========================================================================== Step = 4 Time = 0.2 Data = center_of_mass 1 -12.2126 51.0698 12.6804 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.41634 -8.9588 8.93518 17 -3.34 -9.92 -15.8657 18 -7.45933 -8.96587 8.93514 19 -12.2205 51.0697 12.7858 20 -7.86289 -9.0322 8.93472 21 -12.9402 39.0708 68.6934 Data Record #2 =========================================================================== Step = 4 Time = 0.2 Data = rotation_quaternion 1 0.000595223 0.000569203 -0.00315158 0.999995 2 0 0 0 1 3 0 0 0 1 4 6.20976e-005 -0.000515073 -0.00433408 0.99999 17 -1.61114e-005 -2.7199e-006 -0.00433409 0.999991 18 5.40419e-005 -0.000516433 -0.00433408 0.99999 19 0.000685168 0.000569627 -0.00434544 0.99999 20 0.000845939 -0.000382746 -0.00433367 0.99999 21 -0.00103787 0.000537745 -0.00373203 0.999992 Data Record #3 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Forces 1 -0.000337593 0.00111405 -0.000101325 2 0.0932825 -0.123406 -0.477254 3 -0.0932831 0.12341 0.477254 4 0.000624811 7.34298e-005 6.93528e-005 17 0.000136661 2.22821e-005 4.07664e-006 18 -0.000118767 -0.000131339 5.77111e-005 19 4.23589e-005 0.000123293 4.95834e-005 20 -3.87143e-006 -9.56759e-005 4.48323e-006 21 4.21771e-006 3.38305e-006 1.20324e-005 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 0.000996264 0.00155326 -0.00436544 2 2.60694 18.3546 -4.23555 3 0.16293 -21.4339 5.57283 4 0.00584207 -0.000920206 -0.00823125 17 -0.00060244 0.003383 -0.00020319 18 0.000146176 3.8568e-005 1.84425e-006 19 -0.00297753 -0.000847735 0.00132109 20 8.25026e-005 0.000146537 -8.61999e-005 21 2.4256e-006 6.6451e-006 -1.33445e-005 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 0 0 0 2 1.78322e-005 -0.000108887 6.17877e-005 3 -6.20947e-008 1.70055e-007 -5.74595e-012 4 0.000136599 2.24522e-005 4.07663e-006 5 1.50683e-005 -9.20105e-005 5.223e-005 6 -2.34192e-005 -0.000119628 -1.83663e-006 7 1.89398e-005 3.66534e-006 4.77468e-005 8 0.0255864 0.0225456 -2.46135e-005 Data Record #6 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Moment 1 0 0 0 2 48.3693 7.95015 -6.65234e-007 3 48.3692 7.95014 0 4 48.3692 7.95013 -2.51049e-006 5 2.3086e-005 -0.000140977 8.13584e-005 6 5.40306e-005 0.000277858 4.23864e-006 7 -0.000104169 -1.52176e-005 0.000164407 8 0 0 0 ===== beginning time step 5 : 0.25 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19744002 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 8.969778e+003 1.157831e+003 0.000000e+000 energy 1.560694e-001 4.467696e-003 1.560694e-002 displacement 7.841359e+001 7.841359e+001 7.841359e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19749528 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 8.969778e+003 2.455140e-001 0.000000e+000 energy 1.560694e-001 3.627242e-004 1.560694e-002 displacement 7.841359e+001 3.314933e+000 1.101379e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19749240 3 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.969778e+003 2.670912e-004 0.000000e+000 energy 1.560694e-001 2.561865e-005 1.560694e-002 displacement 7.841359e+001 2.173060e-001 1.191570e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0108857 (0.03) max norm = 0.0324945 (0.03) max norm = 0.0302759 (0.03) max norm = 0.117228 (0.03) max norm = 0.0107157 (0.03) max norm = 0.119098 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.237604e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.789743e-005 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.322005e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 1.789741e-005 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.347054e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.789740e-005 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.012222e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 5.335398e-011 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.299297e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 9.898593e-011 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.245546e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 6.334788e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.25 Data Record #1 =========================================================================== Step = 5 Time = 0.25 Data = center_of_mass 1 -12.2002 51.1043 12.6688 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.4075 -8.92814 8.92176 17 -3.34 -9.92 -15.8771 18 -7.46315 -8.93726 8.92168 19 -12.2067 51.1042 12.7563 20 -7.88022 -9.00558 8.92101 21 -12.9455 39.1115 68.6831 Data Record #2 =========================================================================== Step = 5 Time = 0.25 Data = rotation_quaternion 1 0.000471526 0.000515483 -0.00377073 0.999993 2 0 0 0 1 3 0 0 0 1 4 0.000103491 -0.000775556 -0.00459959 0.999989 17 -1.76485e-005 -2.97456e-006 -0.00459961 0.999989 18 9.46669e-005 -0.000777043 -0.00459958 0.999989 19 0.000535097 0.000515639 -0.00461392 0.999989 20 0.000734777 -0.000669155 -0.00459909 0.999989 21 -0.0010105 0.000535091 -0.00434412 0.99999 Data Record #3 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Forces 1 -0.000346489 0.00113945 -0.00010382 2 0.123804 -0.162904 -0.629735 3 -0.123805 0.162906 0.629734 4 0.000828267 6.39399e-005 0.000418084 17 0.000132938 2.15453e-005 4.25957e-006 18 -0.000115384 -0.000129061 5.48907e-005 19 4.38307e-005 0.000131267 5.05873e-005 20 -4.85772e-006 -9.14534e-005 -2.79273e-007 21 4.40735e-006 3.48554e-006 1.24712e-005 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 0.00102478 0.001583 -0.00444392 2 3.42496 24.2015 -5.587 3 0.228831 -28.2759 7.35894 4 0.00662843 0.00226892 -0.00824561 17 -0.000580505 0.00329128 -0.000195793 18 9.57175e-005 2.9999e-005 -7.14778e-007 19 -0.00302798 -0.000869075 0.00133232 20 7.47656e-005 0.000153787 -8.76534e-005 21 2.12508e-006 8.11534e-006 -1.3421e-005 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 0 0 0 2 1.74831e-005 -0.000107295 5.91503e-005 3 -7.11898e-008 2.21018e-007 -8.24039e-012 4 0.000132867 2.17663e-005 4.25956e-006 5 1.42962e-005 -8.7737e-005 4.84125e-005 6 -2.46768e-005 -0.000127551 -1.89547e-006 7 1.91539e-005 3.71636e-006 4.86918e-005 8 0.0264491 0.0213421 -0.000216024 Data Record #6 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Moment 1 0 0 0 2 52.986 8.68007 -1.3162e-006 3 52.986 8.68006 0 4 52.9859 8.68006 -6.0256e-007 5 2.24751e-005 -0.00013795 7.80034e-005 6 5.45999e-005 0.000291865 4.19753e-006 7 -9.77698e-005 -1.40842e-005 0.000162355 8 0 0 0 ===== beginning time step 6 : 0.3 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19749294 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 9.876852e+003 1.014861e+003 0.000000e+000 energy 1.584629e-001 4.510757e-003 1.584629e-002 displacement 7.688397e+001 7.688397e+001 7.688397e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19754406 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 9.876852e+003 2.482757e-001 0.000000e+000 energy 1.584629e-001 3.704917e-004 1.584629e-002 displacement 7.688397e+001 3.182859e+000 1.081518e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19754496 3 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.876852e+003 2.738936e-004 0.000000e+000 energy 1.584629e-001 2.839675e-005 1.584629e-002 displacement 7.688397e+001 2.287349e-001 1.174122e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.012076 (0.03) max norm = 0.0313383 (0.03) max norm = 0.0338819 (0.03) max norm = 0.132163 (0.03) max norm = 0.0120028 (0.03) max norm = 0.141819 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.259274e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.949808e-005 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.514200e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 1.949806e-005 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.374745e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.949804e-005 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.007501e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 5.552996e-011 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.402963e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.083251e-010 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.784307e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 6.554488e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 -12.1864 51.1387 12.6575 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.39805 -8.89757 8.90822 17 -3.34 -9.92 -15.8888 18 -7.46689 -8.90881 8.90807 19 -12.1916 51.1386 12.7272 20 -7.89712 -8.97905 8.90718 21 -12.9486 39.1517 68.6728 Data Record #2 =========================================================================== Step = 6 Time = 0.3 Data = rotation_quaternion 1 0.000353906 0.000472042 -0.00440257 0.99999 2 0 0 0 1 3 0 0 0 1 4 0.00014147 -0.00101702 -0.00487154 0.999988 17 -1.92278e-005 -3.23536e-006 -0.00487157 0.999988 18 0.000131856 -0.00101863 -0.00487153 0.999988 19 0.00039059 0.000472051 -0.00488887 0.999988 20 0.000627373 -0.000935255 -0.00487103 0.999988 21 -0.000981498 0.0005435 -0.00497145 0.999987 Data Record #3 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Forces 1 -0.000372542 0.00122959 -0.000110755 2 0.156071 -0.204335 -0.789945 3 -0.156074 0.204337 0.789944 4 0.000837542 7.29828e-005 0.000430396 17 0.000135677 2.18984e-005 4.51787e-006 18 -0.000117872 -0.000131517 5.53123e-005 19 4.40552e-005 0.00014156 5.66789e-005 20 -4.13459e-006 -9.11492e-005 -6.8412e-006 21 4.80533e-006 3.72456e-006 1.3297e-005 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 0.00108897 0.00169289 -0.00474068 2 4.28274 30.3397 -7.00233 3 0.300962 -35.4629 9.2327 4 0.00684404 0.00257259 -0.00835305 17 -0.000589223 0.00335932 -0.000200225 18 9.92101e-005 3.1872e-005 3.83893e-007 19 -0.00339232 -0.000952562 0.00128896 20 7.13617e-005 0.000182407 -9.24038e-005 21 1.68398e-006 1.0681e-005 -1.40522e-005 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 0 0 0 2 1.77326e-005 -0.000109378 5.98302e-005 3 -7.25321e-008 2.4073e-007 -9.61449e-012 4 0.000135605 2.21392e-005 4.51787e-006 5 1.41842e-005 -8.74914e-005 4.79024e-005 6 -2.57365e-005 -0.000137902 -1.93528e-006 7 1.83188e-005 3.65774e-006 5.47436e-005 8 0.0274442 0.0202232 -0.000441335 Data Record #6 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Moment 1 0 0 0 2 57.7299 9.42497 -6.34416e-007 3 57.7299 9.42496 0 4 57.7298 9.42495 -1.0196e-006 5 2.33178e-005 -0.000143855 8.07112e-005 6 5.78935e-005 0.000319747 4.35377e-006 7 -9.90001e-005 -1.40959e-005 0.000169309 8 0 0 0 ===== beginning time step 7 : 0.35 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19754388 1 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.089436e+004 8.948477e+002 0.000000e+000 energy 1.611979e-001 5.773971e-003 1.611979e-002 displacement 7.530534e+001 7.530534e+001 7.530534e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19762866 2 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.089436e+004 1.646601e+000 0.000000e+000 energy 1.611979e-001 2.449234e-004 1.611979e-002 displacement 7.530534e+001 2.391747e+000 8.317285e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19761210 3 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.089436e+004 8.560549e-004 0.000000e+000 energy 1.611979e-001 8.782711e-006 1.611979e-002 displacement 7.530534e+001 7.606003e-002 8.615419e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0128166 (0.03) max norm = 0.0316403 (0.03) max norm = 0.0371252 (0.03) max norm = 0.148439 (0.03) max norm = 0.0126636 (0.03) max norm = 0.164731 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.252821e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.999321e-005 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.632866e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 1.999320e-005 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.205621e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.999319e-005 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.888088e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 8.416619e-011 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.199520e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 5.871600e-011 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.832929e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 4.449204e-011 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 -12.1787 51.1689 12.6468 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.38973 -8.87058 8.89746 17 -3.34 -9.92 -15.898 18 -7.47045 -8.88373 8.89726 19 -12.1825 51.1689 12.6985 20 -7.90598 -8.9547 8.89617 21 -12.952 39.1902 68.6637 Data Record #2 =========================================================================== Step = 7 Time = 0.35 Data = rotation_quaternion 1 0.000209445 0.000435021 -0.00479998 0.999988 2 0 0 0 1 3 0 0 0 1 4 0.00017509 -0.00122244 -0.0050248 0.999987 17 -1.97165e-005 -3.3145e-006 -0.00502484 0.999987 18 0.000165232 -0.00122409 -0.00502479 0.999987 19 0.000227937 0.000434983 -0.00504499 0.999987 20 0.000497427 -0.00116825 -0.00502439 0.999987 21 -0.000975634 0.000547141 -0.00535246 0.999985 Data Record #3 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Forces 1 -0.000451756 0.00161706 -0.000158561 2 0.191625 -0.249803 -0.965259 3 -0.191628 0.249803 0.965258 4 0.00203003 -5.38033e-005 0.000705407 17 -0.000118975 -1.90217e-005 2.49279e-006 18 9.88336e-005 0.000142996 -5.73349e-006 19 7.29686e-005 9.53226e-005 -3.22607e-005 20 -3.24155e-005 -9.4873e-005 3.65758e-005 21 8.9335e-006 8.3323e-008 1.70467e-005 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 -0.00450879 -0.0015992 -0.0051063 2 5.21238 37.0489 -8.55472 3 0.38913 -43.3252 11.2925 4 0.00825897 0.00377927 -0.025811 17 0.000475234 -0.0029537 0.000175753 18 2.78695e-005 1.816e-005 -1.67124e-006 19 0.00221529 0.00035127 0.00292964 20 -0.000112593 3.50758e-005 -9.2035e-005 21 -2.4604e-005 5.64498e-005 -1.20002e-005 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 0 0 0 2 -2.01337e-005 0.000123611 -3.24068e-006 3 7.62585e-009 -3.63207e-007 1.44586e-011 4 -0.000118967 -1.93849e-005 2.4928e-006 5 1.42833e-005 -8.76937e-005 2.37079e-006 6 -2.62698e-005 -8.81433e-005 -1.94422e-006 7 4.66989e-005 7.1793e-006 -3.4205e-005 8 0.0276355 0.0188394 -0.000512385 Data Record #6 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Moment 1 0 0 0 2 59.1989 9.64616 -6.76248e-007 3 59.1988 9.64616 0 4 59.1988 9.64615 9.94121e-007 5 -4.0525e-005 0.000248899 -1.27443e-005 6 -5.3724e-005 -0.000167708 -3.97993e-006 7 0.000103976 1.79634e-005 8.17448e-005 8 0 0 0 ===== beginning time step 8 : 0.4 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19761084 1 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.203107e+004 7.655189e+001 0.000000e+000 energy 1.553625e-001 1.461817e-004 1.553625e-002 displacement 4.246515e+001 4.246515e+001 4.246515e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19768212 2 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.203107e+004 2.562218e-001 0.000000e+000 energy 1.553625e-001 1.317052e-004 1.553625e-002 displacement 4.246515e+001 1.264063e+000 5.244042e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19766970 3 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.203107e+004 1.409265e-004 0.000000e+000 energy 1.553625e-001 7.637301e-006 1.553625e-002 displacement 4.246515e+001 5.739748e-002 5.537076e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0129772 (0.03) max norm = 0.0319457 (0.03) max norm = 0.0398041 (0.03) max norm = 0.166817 (0.03) max norm = 0.0125346 (0.03) max norm = 0.187699 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.092211e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.929002e-005 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.728652e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.929006e-005 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.866032e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.929002e-005 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.509671e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 3.785517e-011 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.188585e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.566391e-011 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.123355e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.579199e-011 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 -12.1788 51.1928 12.6372 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.38283 -8.84888 8.89019 17 -3.34 -9.92 -15.9041 18 -7.47371 -8.86369 8.88993 19 -12.1813 51.1928 12.6714 20 -7.90467 -8.93391 8.88871 21 -12.9558 39.225 68.6565 Data Record #2 =========================================================================== Step = 8 Time = 0.4 Data = rotation_quaternion 1 3.99433e-005 0.00040642 -0.00489452 0.999988 2 0 0 0 1 3 0 0 0 1 4 0.000202354 -0.00137827 -0.00502578 0.999986 17 -1.90231e-005 -3.19791e-006 -0.00502583 0.999987 18 0.000192843 -0.00137986 -0.00502577 0.999986 19 5.15693e-005 0.000406368 -0.0050485 0.999987 20 0.000347446 -0.00135387 -0.00502558 0.999986 21 -0.000998664 0.000543617 -0.00541719 0.999985 Data Record #3 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Forces 1 -0.000124085 0.000419031 -5.4906e-005 2 0.230654 -0.299625 -1.15637 3 -0.230657 0.299625 1.15637 4 0.000716124 -4.93256e-005 0.000276719 17 -6.77517e-005 -1.0954e-005 9.72937e-007 18 5.63525e-005 8.10348e-005 -1.50752e-007 19 4.49451e-005 6.42423e-005 -1.02228e-005 20 -2.62946e-005 -1.94315e-005 1.12483e-005 21 2.25827e-006 -3.41583e-007 5.14149e-006 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 -0.00147981 -0.000585109 -0.0020269 2 6.21187 44.3533 -10.2559 3 0.491984 -51.8882 13.5464 4 0.00220378 0.00262496 -0.00944897 17 0.000157749 -0.0017003 0.000183544 18 2.81624e-006 1.11733e-005 -8.4122e-005 19 0.000759454 5.99127e-005 0.00180853 20 -5.90053e-005 3.7448e-005 -5.60934e-005 21 -7.47375e-006 1.43896e-005 -2.98637e-006 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 0 0 0 2 -1.14073e-005 6.99939e-005 8.22188e-007 3 -8.1142e-009 -8.69086e-008 3.29633e-012 4 -6.77598e-005 -1.10409e-005 9.72941e-007 5 2.42818e-006 -1.48994e-005 -1.53317e-007 6 -1.62224e-005 -5.97102e-005 -1.17879e-006 7 2.87228e-005 4.53214e-006 -1.14016e-005 8 0.0268521 0.0172206 -0.00042727 Data Record #6 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Moment 1 0 0 0 2 57.1168 9.30679 -1.12225e-007 3 57.1169 9.3068 0 4 57.1168 9.30678 8.40094e-005 5 -1.82643e-005 0.000112087 1.61912e-007 6 -1.41581e-005 -4.47962e-005 -1.03362e-006 7 5.14158e-005 9.11212e-006 5.71001e-005 8 0 0 0 ===== beginning time step 9 : 0.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19767042 1 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331192e+004 2.476583e+001 0.000000e+000 energy 1.554023e-001 1.465804e-003 1.554023e-002 displacement 3.429422e+001 3.429422e+001 3.429422e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19773414 2 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331192e+004 1.913139e-002 0.000000e+000 energy 1.554023e-001 1.158625e-004 1.554023e-002 displacement 3.429422e+001 8.595527e-001 4.400997e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19772370 3 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331192e+004 5.956593e-005 0.000000e+000 energy 1.554023e-001 7.447482e-006 1.554023e-002 displacement 3.429422e+001 5.438297e-002 4.680751e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0129448 (0.03) max norm = 0.0322419 (0.03) max norm = 0.0422282 (0.03) max norm = 0.185976 (0.03) max norm = 0.0123165 (0.03) max norm = 0.210371 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.587755e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.814964e-005 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.085709e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.814964e-005 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.718160e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.814964e-005 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.418444e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 2.516711e-011 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.470682e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 4.222679e-012 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.408949e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.107234e-011 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 -12.181 51.2142 12.6282 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.37617 -8.82917 8.88407 17 -3.34 -9.92 -15.9093 18 -7.47683 -8.84558 8.88376 19 -12.1823 51.2143 12.6453 20 -7.89964 -8.91452 8.88245 21 -12.9588 39.2579 68.65 Data Record #2 =========================================================================== Step = 9 Time = 0.45 Data = rotation_quaternion 1 -0.000134035 0.000385631 -0.00488719 0.999988 2 0 0 0 1 3 0 0 0 1 4 0.000225772 -0.00150679 -0.00497603 0.999986 17 -1.78984e-005 -3.00975e-006 -0.00497607 0.999988 18 0.000216823 -0.0015083 -0.00497601 0.999986 19 -0.00012543 0.000385574 -0.00500114 0.999987 20 0.000193656 -0.00151219 -0.00497607 0.999986 21 -0.0010311 0.000542642 -0.0053768 0.999985 Data Record #3 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Forces 1 -5.76759e-005 0.000178884 -3.3685e-005 2 0.27221 -0.352601 -1.35891 3 -0.272214 0.352601 1.35891 4 0.000341268 -3.04109e-005 0.000125089 17 -4.65357e-005 -7.52601e-006 1.80306e-006 18 3.9167e-005 5.26858e-005 2.26803e-006 19 3.6443e-005 5.69975e-005 -1.73132e-006 20 -2.34101e-005 -5.21383e-006 2.53015e-006 21 9.70308e-007 -2.5222e-007 2.78957e-006 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 -0.00071551 -0.000306556 -0.0013906 2 7.2608 52.0883 -12.065 3 0.608896 -60.9609 15.9444 4 0.000465123 0.001767 -0.00490404 17 0.000194635 -0.0011539 6.53526e-005 18 -1.92011e-005 3.07878e-006 3.77404e-006 19 0.000206317 -4.37069e-005 0.00149558 20 -4.20279e-005 5.27799e-005 -4.75071e-005 21 -3.69099e-006 6.61561e-006 -1.53922e-006 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 0 0 0 2 -7.36575e-006 4.5099e-005 4.07109e-006 3 2.98965e-009 -6.07836e-008 2.21034e-012 4 -4.65327e-005 -7.5868e-006 1.80306e-006 5 2.27903e-007 -1.39571e-006 -1.09716e-007 6 -1.2805e-005 -5.31793e-005 -9.08542e-007 7 2.3638e-005 3.81812e-006 -2.63986e-006 8 0.0257983 0.0155758 -0.000307646 Data Record #6 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Moment 1 0 0 0 2 53.7393 8.76193 7.75453e-007 3 53.7393 8.76193 0 4 53.7393 8.76193 -2.99914e-006 5 -1.21271e-005 7.42607e-005 6.2234e-006 6 -2.89344e-006 -1.23315e-005 -2.04979e-007 7 3.24243e-005 6.00011e-006 5.39356e-005 8 0 0 0 ===== beginning time step 10 : 0.5 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19772334 1 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.475211e+004 1.745637e+001 0.000000e+000 energy 1.576809e-001 1.315347e-003 1.576809e-002 displacement 3.069337e+001 3.069337e+001 3.069337e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19777680 2 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.475211e+004 3.910559e-002 0.000000e+000 energy 1.576809e-001 9.242334e-005 1.576809e-002 displacement 3.069337e+001 7.639575e-001 3.933327e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19776960 3 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.475211e+004 6.685013e-005 0.000000e+000 energy 1.576809e-001 5.837483e-006 1.576809e-002 displacement 3.069337e+001 4.241789e-002 4.168293e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.012785 (0.03) max norm = 0.0340628 (0.03) max norm = 0.0444479 (0.03) max norm = 0.205726 (0.03) max norm = 0.0124853 (0.03) max norm = 0.232791 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.480793e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.662112e-005 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.108982e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.662112e-005 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.468827e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.662112e-005 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.068246e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 2.426762e-011 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.513617e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 7.447368e-012 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.062964e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.796665e-011 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 -12.1848 51.234 12.6196 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.36987 -8.81088 8.87877 17 -3.34 -9.92 -15.9137 18 -7.47985 -8.82883 8.8784 19 -12.1848 51.234 12.62 20 -7.89231 -8.89615 8.87704 21 -12.9613 39.2894 68.644 Data Record #2 =========================================================================== Step = 10 Time = 0.5 Data = rotation_quaternion 1 -0.000310181 0.000369769 -0.00481254 0.999988 2 0 0 0 1 3 0 0 0 1 4 0.000246756 -0.00161694 -0.00489391 0.999987 17 -1.63908e-005 -2.75762e-006 -0.00489396 0.999988 18 0.00023856 -0.00161832 -0.0048939 0.999987 19 -0.000301965 0.000369696 -0.00492132 0.999988 20 3.81317e-005 -0.00165204 -0.00489426 0.999987 21 -0.00106961 0.00054298 -0.00526706 0.999985 Data Record #3 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Forces 1 -6.78489e-005 0.000221621 -3.41267e-005 2 0.316378 -0.408871 -1.57338 3 -0.316381 0.408871 1.57337 4 0.000407692 -2.72366e-005 0.000156683 17 -4.40846e-005 -7.14394e-006 1.36845e-006 18 3.68694e-005 5.13479e-005 1.12533e-006 19 3.05477e-005 4.69778e-005 -4.26237e-006 20 -1.87834e-005 -9.13615e-006 4.68648e-006 21 1.19558e-006 -2.20796e-007 2.92667e-006 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 -0.000803655 -0.000340101 -0.00129059 2 8.36148 60.2731 -13.987 3 0.740328 -70.565 18.4926 4 0.000659137 0.00216794 -0.00603374 17 0.000183278 -0.00109338 6.26689e-005 18 -8.30415e-006 6.7389e-006 1.08652e-006 19 0.000346705 4.25128e-006 0.00124796 20 -3.90484e-005 3.69085e-005 -3.80015e-005 21 -4.26565e-006 7.89923e-006 -1.76204e-006 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 0 0 0 2 -7.21463e-006 4.41529e-005 2.49378e-006 3 5.36553e-010 -5.1087e-008 1.67577e-012 4 -4.4084e-005 -7.19502e-006 1.36845e-006 5 9.77122e-007 -5.98009e-006 -3.27627e-007 6 -1.07872e-005 -4.38218e-005 -7.51733e-007 7 1.97606e-005 3.15606e-006 -5.01411e-006 8 0.0245663 0.013919 -0.000161512 Data Record #6 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Moment 1 0 0 0 2 49.2122 8.03211 -9.97413e-007 3 49.2122 8.03211 0 4 49.2122 8.03211 -2.08433e-006 5 -1.17191e-005 7.17098e-005 4.5412e-006 6 -5.25462e-006 -2.17123e-005 -3.6569e-007 7 3.20589e-005 5.81545e-006 4.29373e-005 8 0 0 0 ===== beginning time step 11 : 0.55 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19776852 1 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.638813e+004 2.087010e+001 0.000000e+000 energy 1.602816e-001 1.552676e-003 1.602816e-002 displacement 2.778204e+001 2.778204e+001 2.778204e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19781532 2 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.638813e+004 3.428106e-002 0.000000e+000 energy 1.602816e-001 8.189824e-005 1.602816e-002 displacement 2.778204e+001 6.857332e-001 3.592811e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19780884 3 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.638813e+004 6.270041e-005 0.000000e+000 energy 1.602816e-001 5.020203e-006 1.602816e-002 displacement 2.778204e+001 3.662031e-002 3.802376e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.012493 (0.03) max norm = 0.03624 (0.03) max norm = 0.0464211 (0.03) max norm = 0.225977 (0.03) max norm = 0.0124906 (0.03) max norm = 0.254876 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.187150e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.477273e-005 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.994573e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.477273e-005 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.154097e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.477273e-005 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.135209e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 2.332971e-011 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.977943e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 8.378043e-012 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.864571e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.561551e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.55 Data Record #1 =========================================================================== Step = 11 Time = 0.55 Data = center_of_mass 1 -12.1902 51.252 12.6114 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.36404 -8.79392 8.87398 17 -3.34 -9.92 -15.9179 18 -7.4828 -8.81333 8.87356 19 -12.189 51.252 12.595 20 -7.8825 -8.87866 8.87216 21 -12.9633 39.3198 68.6385 Data Record #2 =========================================================================== Step = 11 Time = 0.55 Data = rotation_quaternion 1 -0.000489609 0.000358842 -0.00466616 0.999989 2 0 0 0 1 3 0 0 0 1 4 0.000265232 -0.00170883 -0.00477687 0.999987 17 -1.45677e-005 -2.45266e-006 -0.00477691 0.999989 18 0.000257948 -0.00171006 -0.00477686 0.999987 19 -0.000479009 0.000358724 -0.00480647 0.999988 20 -0.00012004 -0.0017737 -0.00477754 0.999987 21 -0.00111487 0.00054431 -0.00508299 0.999986 Data Record #3 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Forces 1 -6.9991e-005 0.000232195 -3.26631e-005 2 0.36309 -0.468418 -1.79946 3 -0.363093 0.468418 1.79945 4 0.000423393 -2.89668e-005 0.000173798 17 -4.09793e-005 -6.64806e-006 1.25141e-006 18 3.42224e-005 4.80099e-005 -2.97888e-007 19 2.71979e-005 4.13739e-005 -4.9929e-006 20 -1.62352e-005 -1.08152e-005 5.4807e-006 21 1.2435e-006 -1.96922e-007 2.90125e-006 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 -0.00083032 -0.000341935 -0.00120669 2 9.50986 68.8956 -16.022 3 0.887046 -80.6859 21.19 4 0.000764495 0.00190422 -0.0061106 17 0.00016916 -0.00101664 6.22404e-005 18 -1.80459e-005 1.57422e-006 1.5748e-007 19 0.000382832 2.11544e-005 0.00110615 20 -3.54744e-005 3.11241e-005 -3.41875e-005 21 -4.29377e-006 8.09218e-006 -1.84288e-006 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 0 0 0 2 -6.75594e-006 4.13119e-005 9.53528e-007 3 9.4357e-010 -4.99368e-008 1.45479e-012 4 -4.09783e-005 -6.698e-006 1.25142e-006 5 1.31261e-006 -8.02676e-006 -1.72735e-007 6 -9.65012e-006 -3.85855e-005 -6.6053e-007 7 1.75478e-005 2.78843e-006 -5.65343e-006 8 0.0231248 0.0122416 -1.54078e-005 Data Record #6 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Moment 1 0 0 0 2 43.7378 7.14911 2.20838e-006 3 43.7378 7.14912 0 4 43.7378 7.14912 2.05057e-006 5 -1.12927e-005 6.90589e-005 1.34834e-006 6 -7.41122e-006 -2.40111e-005 -5.16751e-007 7 2.95103e-005 5.32492e-006 3.59914e-005 8 0 0 0 ===== beginning time step 12 : 0.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19780884 1 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.823656e+004 2.512170e+001 0.000000e+000 energy 1.639918e-001 1.620574e-003 1.639918e-002 displacement 2.644684e+001 2.644684e+001 2.644684e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19786734 2 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.823656e+004 4.374149e-002 0.000000e+000 energy 1.639918e-001 7.616193e-005 1.639918e-002 displacement 2.644684e+001 6.436865e-001 3.421258e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19786158 3 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.823656e+004 6.356446e-005 0.000000e+000 energy 1.639918e-001 4.653876e-006 1.639918e-002 displacement 2.644684e+001 3.387693e-002 3.618976e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0121199 (0.03) max norm = 0.0383385 (0.03) max norm = 0.0493248 (0.03) max norm = 0.246622 (0.03) max norm = 0.0125659 (0.03) max norm = 0.276575 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.114991e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.268806e-005 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.374168e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.268801e-005 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.073462e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.268801e-005 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.009665e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.340093e-011 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.720852e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 9.333882e-012 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.796247e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.460348e-011 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 -12.1964 51.2691 12.6034 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.35826 -8.77775 8.86944 17 -3.34 -9.92 -15.9218 18 -7.4857 -8.79862 8.86897 19 -12.1939 51.269 12.5703 20 -7.8709 -8.86169 8.86756 21 -12.9647 39.3493 68.6333 Data Record #2 =========================================================================== Step = 12 Time = 0.6 Data = rotation_quaternion 1 -0.000670375 0.000353003 -0.00447524 0.99999 2 0 0 0 1 3 0 0 0 1 4 0.000281588 -0.00178562 -0.00463736 0.999988 17 -1.25116e-005 -2.10828e-006 -0.0046374 0.999989 18 0.000275332 -0.00178668 -0.00463735 0.999988 19 -0.00065573 0.000352807 -0.00466907 0.999989 20 -0.000279517 -0.00188017 -0.00463838 0.999987 21 -0.00116421 0.000548462 -0.00485315 0.999987 Data Record #3 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Forces 1 -7.51545e-005 0.000252669 -3.35185e-005 2 0.412212 -0.531141 -2.03666 3 -0.412215 0.531141 2.03665 4 0.000449757 -3.00051e-005 0.000187936 17 -4.01829e-005 -6.52565e-006 1.18972e-006 18 3.35322e-005 4.71881e-005 -1.01729e-006 19 2.57839e-005 3.87256e-005 -5.44383e-006 20 -1.50715e-005 -1.26113e-005 6.02526e-006 21 1.34916e-006 -1.81188e-007 3.02339e-006 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 -0.000868508 -0.000353726 -0.00120279 2 10.7025 77.9382 -18.1675 3 1.04933 -91.3023 24.0324 4 0.000657002 0.00170877 -0.00636682 17 0.000165042 -0.000997081 5.93489e-005 18 0.000129404 2.50662e-005 3.62355e-006 19 0.000405681 3.13767e-005 0.00105148 20 -3.41792e-005 2.92438e-005 -3.2817e-005 21 -4.47964e-006 8.69838e-006 -1.95857e-006 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 0 0 0 2 -6.64992e-006 4.06087e-005 1.72437e-007 3 7.00922e-010 -5.37371e-008 1.33464e-012 4 -4.01822e-005 -6.57939e-006 1.18973e-006 5 1.6316e-006 -9.9639e-006 -2.86168e-008 6 -9.08089e-006 -3.60782e-005 -6.10049e-007 7 1.67031e-005 2.64737e-006 -6.05388e-006 8 0.0215744 0.0105632 0.000122684 Data Record #6 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Moment 1 0 0 0 2 37.5639 6.15074 3.9538e-006 3 37.5638 6.15072 0 4 37.5638 6.15072 3.29986e-007 5 -1.1342e-005 6.92788e-005 -4.85695e-007 6 -8.03787e-006 -2.68176e-005 -5.50299e-007 7 2.85485e-005 5.14337e-006 3.28311e-005 8 0 0 0 ===== beginning time step 13 : 0.65 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19786140 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 2.032729e+004 3.478372e+001 0.000000e+000 energy 1.680290e-001 2.095343e-003 1.680290e-002 displacement 2.560919e+001 2.560919e+001 2.560919e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19790262 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 2.032729e+004 2.450527e-002 0.000000e+000 energy 1.680290e-001 7.730018e-005 1.680290e-002 displacement 2.560919e+001 5.715358e-001 3.298037e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19789740 3 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.032729e+004 8.006613e-005 0.000000e+000 energy 1.680290e-001 4.917823e-006 1.680290e-002 displacement 2.560919e+001 3.447817e-002 3.494661e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0117248 (0.03) max norm = 0.0403747 (0.03) max norm = 0.0527017 (0.03) max norm = 0.26756 (0.03) max norm = 0.0126199 (0.03) max norm = 0.297894 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.198636e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.037305e-005 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.594097e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.037307e-005 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.189923e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.037307e-005 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.087561e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.420013e-011 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.861346e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 9.572541e-012 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.858974e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.493015e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.65 Data Record #1 =========================================================================== Step = 13 Time = 0.65 Data = center_of_mass 1 -12.2032 51.2853 12.5955 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.35244 -8.76223 8.86507 17 -3.34 -9.92 -15.9258 18 -7.48857 -8.78456 8.86455 19 -12.1995 51.2852 12.5458 20 -7.85785 -8.84514 8.86315 21 -12.9654 39.3782 68.6283 Data Record #2 =========================================================================== Step = 13 Time = 0.65 Data = rotation_quaternion 1 -0.000851881 0.000351576 -0.0042495 0.999991 2 0 0 0 1 3 0 0 0 1 4 0.000296289 -0.0018502 -0.00448013 0.999988 17 -1.02286e-005 -1.72523e-006 -0.00448016 0.99999 18 0.000291175 -0.00185106 -0.00448012 0.999988 19 -0.000831903 0.000351265 -0.00451389 0.999989 20 -0.000439713 -0.00197434 -0.00448152 0.999988 21 -0.00121672 0.000555236 -0.00458761 0.999989 Data Record #3 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Forces 1 -7.8252e-005 0.000262409 -3.49494e-005 2 0.463783 -0.59715 -2.28529 3 -0.463786 0.597149 2.28529 4 0.000479522 -2.9441e-005 0.000209675 17 -4.13286e-005 -6.72422e-006 1.30156e-006 18 3.45284e-005 4.82122e-005 -1.14151e-006 19 2.67031e-005 4.029e-005 -4.96856e-006 20 -1.57534e-005 -1.35228e-005 5.54245e-006 21 1.40014e-006 -1.83902e-007 3.12201e-006 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 -0.000893742 -0.000367447 -0.00123743 2 11.94 87.4136 -20.4278 3 1.22796 -102.429 27.0248 4 0.000850425 0.00187156 -0.00687402 17 0.000170182 -0.00102557 5.96128e-005 18 -6.94513e-005 -4.78985e-006 1.38311e-006 19 0.000375776 2.49607e-005 0.00110291 20 -3.42958e-005 3.4402e-005 -3.41177e-005 21 -4.58254e-006 9.20979e-006 -2.03777e-006 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 0 0 0 2 -6.7981e-006 4.1432e-005 1.60046e-007 3 2.08806e-009 -5.5902e-008 1.11248e-012 4 -4.13265e-005 -6.78012e-006 1.30156e-006 5 1.76085e-006 -1.07321e-005 -2.91024e-008 6 -9.18888e-006 -3.74993e-005 -6.02987e-007 7 1.75142e-005 2.79069e-006 -5.57155e-006 8 0.0199414 0.0088872 0.000250624 Data Record #6 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Moment 1 0 0 0 2 30.7086 5.03816 2.98126e-007 3 30.7087 5.03817 0 4 30.7087 5.03817 -1.08522e-006 5 -1.17545e-005 7.16424e-005 1.47132e-007 6 -7.03604e-006 -2.78385e-005 -4.63768e-007 7 2.78172e-005 5.07212e-006 3.4737e-005 8 0 0 0 ===== beginning time step 14 : 0.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19789794 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 2.269083e+004 3.866839e+001 0.000000e+000 energy 1.729576e-001 2.104696e-003 1.729576e-002 displacement 2.474303e+001 2.474303e+001 2.474303e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19794222 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 2.269083e+004 2.673004e-002 0.000000e+000 energy 1.729576e-001 7.673529e-005 1.729576e-002 displacement 2.474303e+001 5.691031e-001 3.203612e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19793304 3 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.269083e+004 7.720220e-005 0.000000e+000 energy 1.729576e-001 4.942302e-006 1.729576e-002 displacement 2.474303e+001 3.399643e-002 3.396522e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0113537 (0.03) max norm = 0.0423646 (0.03) max norm = 0.0560384 (0.03) max norm = 0.288717 (0.03) max norm = 0.0126257 (0.03) max norm = 0.318867 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.189966e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 7.872384e-006 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.117733e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 7.872361e-006 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.222421e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 7.872361e-006 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.192412e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.452505e-011 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.844560e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.028071e-011 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.849722e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.499367e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 -12.2104 51.301 12.5879 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.34653 -8.74718 8.86078 17 -3.34 -9.92 -15.9297 18 -7.49141 -8.771 8.86021 19 -12.2054 51.3008 12.5215 20 -7.8438 -8.82894 8.85883 21 -12.9656 39.4066 68.6235 Data Record #2 =========================================================================== Step = 14 Time = 0.7 Data = rotation_quaternion 1 -0.00103271 0.000353998 -0.004002 0.999991 2 0 0 0 1 3 0 0 0 1 4 0.000309643 -0.00190486 -0.00431173 0.999989 17 -7.7625e-006 -1.31063e-006 -0.00431176 0.999991 18 0.000305761 -0.00190552 -0.00431172 0.999989 19 -0.0010066 0.000353536 -0.0043475 0.99999 20 -0.000599446 -0.00205835 -0.0043135 0.999988 21 -0.00127103 0.000564691 -0.00430007 0.99999 Data Record #3 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Forces 1 -8.2103e-005 0.000276633 -3.65318e-005 2 0.517795 -0.666479 -2.54543 3 -0.517796 0.666482 2.54543 4 0.000475463 -2.78636e-005 0.000191568 17 -4.16489e-005 -6.78582e-006 1.27739e-006 18 3.48476e-005 4.81908e-005 -1.05218e-006 19 2.6322e-005 4.01275e-005 -5.32165e-006 20 -1.53785e-005 -1.45228e-005 5.84718e-006 21 1.4781e-006 -1.70456e-007 3.22923e-006 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 -0.000913389 -0.000378851 -0.00127408 2 13.2221 97.3253 -22.8046 3 1.42318 -114.069 30.1691 4 0.000528749 0.00182654 -0.00720665 17 0.000171926 -0.0010335 6.06548e-005 18 6.48302e-005 1.8927e-005 -4.18433e-006 19 0.000396849 3.17847e-005 0.00108975 20 -3.55357e-005 3.32392e-005 -3.19604e-005 21 -4.71898e-006 9.85536e-006 -2.12652e-006 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 0 0 0 2 -6.7982e-006 4.13439e-005 2.2521e-007 3 3.08933e-009 -6.10993e-008 9.03438e-013 4 -4.16458e-005 -6.84692e-006 1.27739e-006 5 1.93465e-006 -1.1766e-005 -5.20564e-008 6 -9.00883e-006 -3.73707e-005 -5.77584e-007 7 1.73132e-005 2.75678e-006 -5.89923e-006 8 0.0182695 0.00722497 0.000366189 Data Record #6 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Moment 1 0 0 0 2 23.3043 3.83145 -4.69445e-006 3 23.3042 3.83143 0 4 23.3042 3.83143 -5.103e-007 5 -1.19393e-005 7.25877e-005 1.33635e-006 6 -7.47754e-006 -2.99181e-005 -4.82347e-007 7 2.91913e-005 5.30567e-006 3.38084e-005 8 0 0 0 ===== beginning time step 15 : 0.75 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19793196 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 2.529610e+004 4.538710e+001 0.000000e+000 energy 1.783676e-001 2.301170e-003 1.783676e-002 displacement 2.440563e+001 2.440563e+001 2.440563e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19798578 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 2.529610e+004 1.928589e-002 0.000000e+000 energy 1.783676e-001 7.050991e-005 1.783676e-002 displacement 2.440563e+001 5.403557e-001 3.149611e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19798092 3 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.529610e+004 6.762769e-005 0.000000e+000 energy 1.783676e-001 4.260943e-006 1.783676e-002 displacement 2.440563e+001 3.033096e-002 3.330212e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0109537 (0.03) max norm = 0.0443206 (0.03) max norm = 0.0593601 (0.03) max norm = 0.310025 (0.03) max norm = 0.0126007 (0.03) max norm = 0.33988 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.849875e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 5.213533e-006 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.314633e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.213530e-006 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.857508e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 5.213530e-006 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.191846e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.270905e-011 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.510904e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 9.859261e-012 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.697728e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.345741e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.75 Data Record #1 =========================================================================== Step = 15 Time = 0.75 Data = center_of_mass 1 -12.2176 51.3161 12.5803 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.34054 -8.73248 8.85647 17 -3.34 -9.92 -15.9336 18 -7.49423 -8.7578 8.85586 19 -12.2114 51.3159 12.4974 20 -7.82904 -8.81297 8.85452 21 -12.9653 39.4344 68.6188 Data Record #2 =========================================================================== Step = 15 Time = 0.75 Data = rotation_quaternion 1 -0.00121272 0.000359504 -0.00374065 0.999992 2 0 0 0 1 3 0 0 0 1 4 0.00032201 -0.00195206 -0.00413602 0.999989 17 -5.14062e-006 -8.68876e-007 -0.00413604 0.999991 18 0.000319439 -0.0019525 -0.00413601 0.999989 19 -0.00118 0.000358856 -0.00417376 0.999991 20 -0.000758609 -0.00213471 -0.00413818 0.999989 21 -0.00132639 0.000576445 -0.00399861 0.999991 Data Record #3 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Forces 1 -7.84624e-005 0.000264113 -3.39178e-005 2 0.574256 -0.739164 -2.81711 3 -0.574259 0.739164 2.81711 4 0.000456113 -2.79685e-005 0.000188594 17 -3.8046e-005 -6.21531e-006 1.20313e-006 18 3.17856e-005 4.4254e-005 -1.49848e-006 19 2.41393e-005 3.65997e-005 -5.25009e-006 20 -1.38285e-005 -1.42674e-005 5.88101e-006 21 1.41236e-006 -1.48722e-007 3.05777e-006 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 -0.000867141 -0.000355527 -0.00117443 2 14.5481 107.674 -25.2993 3 1.63553 -126.224 33.4667 4 0.000444592 0.00152326 -0.0068429 17 0.000156702 -0.000944268 5.58878e-005 18 6.90212e-006 7.0899e-006 1.27662e-006 19 0.000385889 3.4851e-005 0.000991687 20 -3.20505e-005 2.90777e-005 -2.96099e-005 21 -4.4088e-006 9.42317e-006 -2.13326e-006 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 0 0 0 2 -6.25772e-006 3.79856e-005 -2.95349e-007 3 2.65317e-009 -5.30801e-008 4.8677e-013 4 -3.80433e-005 -6.26839e-006 1.20313e-006 5 1.93721e-006 -1.17595e-005 1.03362e-007 6 -8.37362e-006 -3.40918e-005 -5.27556e-007 7 1.57657e-005 2.50793e-006 -5.77765e-006 8 0.0165751 0.00557418 0.00046723 Data Record #6 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Moment 1 0 0 0 2 15.4325 2.54282 1.29214e-006 3 15.4325 2.54282 0 4 15.4325 2.54282 1.54043e-008 5 -1.10759e-005 6.72208e-005 -1.59456e-008 6 -7.43222e-006 -2.86249e-005 -4.73133e-007 7 2.64629e-005 4.8215e-006 3.01062e-005 8 0 0 0 ===== beginning time step 16 : 0.8 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19798128 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 2.825719e+004 4.895746e+001 0.000000e+000 energy 1.842108e-001 2.392590e-003 1.842108e-002 displacement 2.393827e+001 2.393827e+001 2.393827e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19802592 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 2.825719e+004 2.167001e-002 0.000000e+000 energy 1.842108e-001 6.785032e-005 1.842108e-002 displacement 2.393827e+001 5.102946e-001 3.077170e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19802088 3 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.825719e+004 6.629786e-005 0.000000e+000 energy 1.842108e-001 4.190260e-006 1.842108e-002 displacement 2.393827e+001 2.895578e-002 3.251572e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0105393 (0.03) max norm = 0.0462364 (0.03) max norm = 0.0626748 (0.03) max norm = 0.331417 (0.03) max norm = 0.0125481 (0.03) max norm = 0.360746 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.850686e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.408832e-006 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.335969e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 2.408857e-006 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.801885e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.408857e-006 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.296992e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.291586e-011 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.383121e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.015652e-011 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.646071e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.318185e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.8 Data Record #1 =========================================================================== Step = 16 Time = 0.8 Data = center_of_mass 1 -12.2249 51.3309 12.5729 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.33445 -8.71815 8.8521 17 -3.34 -9.92 -15.9378 18 -7.49701 -8.745 8.85143 19 -12.2174 51.3305 12.4735 20 -7.81362 -8.79728 8.85014 21 -12.9644 39.4618 68.6143 Data Record #2 =========================================================================== Step = 16 Time = 0.8 Data = rotation_quaternion 1 -0.00139075 0.000368493 -0.00346769 0.999993 2 0 0 0 1 3 0 0 0 1 4 0.000333255 -0.00199115 -0.00395423 0.99999 17 -2.3751e-006 -4.01887e-007 -0.00395425 0.999992 18 0.000332068 -0.00199135 -0.00395423 0.99999 19 -0.001351 0.000367622 -0.00399389 0.999991 20 -0.000916187 -0.00220257 -0.00395679 0.999989 21 -0.00138279 0.000590767 -0.00368581 0.999992 Data Record #3 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Forces 1 -8.12331e-005 0.000274817 -3.5076e-005 2 0.633097 -0.815171 -3.1001 3 -0.6331 0.815171 3.1001 4 0.000475318 -2.8765e-005 0.000199889 17 -3.74967e-005 -6.1386e-006 1.13479e-006 18 3.12213e-005 4.41832e-005 -1.44017e-006 19 2.31023e-005 3.524e-005 -5.7386e-006 20 -1.29332e-005 -1.5182e-005 6.35157e-006 21 1.47445e-006 -1.2771e-007 3.14133e-006 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 -0.000870596 -0.000358717 -0.00118882 2 15.9159 118.453 -27.9114 3 1.8655 -138.884 36.9166 4 0.000438809 0.00145311 -0.00679543 17 0.000154632 -0.000930671 5.37673e-005 18 -7.61334e-005 -6.85589e-006 2.77818e-006 19 0.000413157 4.34388e-005 0.00094629 20 -3.20849e-005 2.69977e-005 -3.01827e-005 21 -4.51967e-006 1.01169e-005 -2.30802e-006 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 0 0 0 2 -6.27278e-006 3.79913e-005 -3.05382e-007 3 2.57791e-009 -5.32974e-008 1.93373e-013 4 -3.74941e-005 -6.1919e-006 1.13479e-006 5 2.11273e-006 -1.27962e-005 1.16052e-007 6 -8.05638e-006 -3.28542e-005 -4.96919e-007 7 1.5046e-005 2.38581e-006 -6.23552e-006 8 0.0148724 0.00394448 0.000544881 Data Record #6 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Moment 1 0 0 0 2 7.12992 1.17746 1.48182e-006 3 7.13 1.17748 0 4 7.13 1.17748 -1.29642e-006 5 -1.11879e-005 6.77984e-005 -2.10519e-006 6 -7.66477e-006 -2.94859e-005 -4.78619e-007 7 2.6827e-005 4.87863e-006 2.86419e-005 8 0 0 0 ===== beginning time step 17 : 0.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19802124 1 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.160755e+004 5.301563e+001 0.000000e+000 energy 1.903821e-001 2.482188e-003 1.903821e-002 displacement 2.365618e+001 2.365618e+001 2.365618e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19806804 2 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.160755e+004 2.814520e-002 0.000000e+000 energy 1.903821e-001 7.182198e-005 1.903821e-002 displacement 2.365618e+001 5.318469e-001 3.060833e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19806174 3 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.160755e+004 7.515442e-005 0.000000e+000 energy 1.903821e-001 4.399919e-006 1.903821e-002 displacement 2.365618e+001 2.968691e-002 3.236807e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0101482 (0.03) max norm = 0.0481357 (0.03) max norm = 0.0660147 (0.03) max norm = 0.352855 (0.03) max norm = 0.0124712 (0.03) max norm = 0.381545 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.054082e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 5.372690e-007 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.555737e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.372600e-007 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.933073e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 5.372604e-007 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.390277e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.389319e-011 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.466941e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.067711e-011 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.735289e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.361432e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.85 Data Record #1 =========================================================================== Step = 17 Time = 0.85 Data = center_of_mass 1 -12.2321 51.3453 12.5657 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.32801 -8.70404 8.84764 17 -3.34 -9.92 -15.942 18 -7.49979 -8.73248 8.84692 19 -12.2234 51.3448 12.4496 20 -7.79733 -8.78173 8.84569 21 -12.9627 39.4889 68.6099 Data Record #2 =========================================================================== Step = 17 Time = 0.85 Data = rotation_quaternion 1 -0.00156795 0.000381894 -0.00318194 0.999994 2 0 0 0 1 3 0 0 0 1 4 0.000343223 -0.00202125 -0.00376494 0.999991 17 5.29713e-007 8.97349e-008 -0.00376495 0.999993 18 0.000343488 -0.0020212 -0.00376494 0.999991 19 -0.00152078 0.000380764 -0.00380647 0.999992 20 -0.00107331 -0.00226121 -0.00376789 0.99999 21 -0.00144126 0.000608668 -0.00336058 0.999993 Data Record #3 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Forces 1 -8.60951e-005 0.000291129 -3.65502e-005 2 0.694233 -0.894476 -3.3941 3 -0.694235 0.894475 3.39409 4 0.000502124 -2.98931e-005 0.000208308 17 -3.87893e-005 -6.36506e-006 1.10514e-006 18 3.21699e-005 4.6413e-005 -1.71604e-006 19 2.42909e-005 3.6168e-005 -5.93301e-006 20 -1.36442e-005 -1.62443e-005 6.6635e-006 21 1.56801e-006 -1.35017e-007 3.32383e-006 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 -0.000932535 -0.000379988 -0.00123458 2 17.3217 129.649 -30.6411 3 2.11414 -152.035 40.5177 4 0.000370366 0.00137891 -0.0073667 17 0.000159776 -0.000962804 5.6887e-005 18 -2.6284e-005 1.19851e-006 4.34871e-006 19 0.000426243 4.44359e-005 0.00100095 20 -3.24579e-005 2.86139e-005 -3.23868e-005 21 -4.72289e-006 1.08964e-005 -2.3544e-006 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 0 0 0 2 -6.61751e-006 3.99924e-005 -6.10906e-007 3 1.92787e-009 -5.55239e-008 -4.87585e-014 4 -3.87874e-005 -6.42059e-006 1.10514e-006 5 2.26928e-006 -1.37145e-005 2.22722e-007 6 -8.37744e-006 -3.36382e-005 -5.07767e-007 7 1.59135e-005 2.52978e-006 -6.44078e-006 8 0.0131637 0.00232201 0.000599047 Data Record #6 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Moment 1 0 0 0 2 -1.59017 -0.263224 4.27479e-006 3 -1.59014 -0.26322 0 4 -1.59014 -0.263221 -7.38992e-008 5 -1.16872e-005 7.06703e-005 -2.65958e-006 6 -8.03324e-006 -3.10037e-005 -4.91434e-007 7 2.69123e-005 4.9397e-006 3.03229e-005 8 0 0 0 ===== beginning time step 18 : 0.9 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19806192 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 3.542855e+004 6.008732e+001 0.000000e+000 energy 1.969544e-001 2.638292e-003 1.969544e-002 displacement 2.358778e+001 2.358778e+001 2.358778e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19811052 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 3.542855e+004 1.912876e-002 0.000000e+000 energy 1.969544e-001 7.030612e-005 1.969544e-002 displacement 2.358778e+001 5.064296e-001 3.033059e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19810566 3 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.542855e+004 4.777180e-005 0.000000e+000 energy 1.969544e-001 4.226614e-006 1.969544e-002 displacement 2.358778e+001 2.880588e-002 3.205087e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.00974386 (0.03) max norm = 0.0500209 (0.03) max norm = 0.0693902 (0.03) max norm = 0.374302 (0.03) max norm = 0.0124434 (0.03) max norm = 0.402353 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.813028e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 3.592880e-006 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.568968e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 3.592821e-006 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.713100e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 3.592821e-006 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.260521e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.200260e-011 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.144840e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.135133e-011 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.717935e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.380790e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.9 Data Record #1 =========================================================================== Step = 18 Time = 0.9 Data = center_of_mass 1 -12.2392 51.3593 12.5585 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.32119 -8.69014 8.84304 17 -3.34 -9.92 -15.9465 18 -7.50255 -8.72023 8.84228 19 -12.2292 51.3588 12.4258 20 -7.78031 -8.76632 8.84111 21 -12.9602 39.5157 68.6055 Data Record #2 =========================================================================== Step = 18 Time = 0.9 Data = rotation_quaternion 1 -0.00174302 0.000400079 -0.0028892 0.999994 2 0 0 0 1 3 0 0 0 1 4 0.000351758 -0.00204178 -0.00357098 0.999991 17 3.54224e-006 6.00773e-007 -0.00357098 0.999994 18 0.000353529 -0.00204148 -0.00357098 0.999991 19 -0.00168827 0.000398656 -0.0036143 0.999992 20 -0.00122899 -0.00230987 -0.0035743 0.99999 21 -0.00150054 0.000630906 -0.00302897 0.999994 Data Record #3 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Forces 1 -5.42867e-005 0.000237494 -4.5827e-005 2 0.757474 -0.976871 -3.69822 3 -0.757477 0.97687 3.69822 4 0.000447958 2.60128e-005 0.000216154 17 -3.66168e-005 -6.01984e-006 1.09484e-006 18 3.03738e-005 4.36906e-005 -1.36687e-006 19 2.41423e-005 3.27766e-005 -6.04811e-006 20 -1.36156e-005 -1.49278e-005 6.66671e-006 21 1.57328e-006 -1.4418e-007 3.36667e-006 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 -0.0013767 -0.000421729 -0.00226963 2 18.7605 141.232 -33.4817 3 2.38111 -165.64 44.2609 4 0.00115849 0.00141416 -0.00460308 17 0.000151806 -0.000908794 5.45306e-005 18 -0.000175677 -2.34486e-005 7.16752e-007 19 0.000435619 4.8855e-005 0.000986777 20 -3.22351e-005 2.21958e-005 -3.08052e-005 21 -4.59928e-006 1.08574e-005 -2.52539e-006 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 0 0 0 2 -6.24039e-006 3.76152e-005 -2.7203e-007 3 2.60564e-009 -5.56287e-008 -4.2057e-013 4 -3.66142e-005 -6.07546e-006 1.09484e-006 5 2.0629e-006 -1.24348e-005 1.01781e-007 6 -8.46374e-006 -3.02837e-005 -5.16815e-007 7 1.56786e-005 2.49297e-006 -6.56492e-006 8 0.0114756 0.000727316 0.00062563 Data Record #6 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Moment 1 0 0 0 2 -10.6332 -1.76439 1.4799e-006 3 -10.6331 -1.76436 0 4 -10.6331 -1.76436 7.63223e-007 5 -1.07993e-005 6.51098e-005 -1.05682e-006 6 -9.44265e-006 -3.27135e-005 -5.80796e-007 7 2.77088e-005 5.09321e-006 3.03678e-005 8 0 0 0 ===== beginning time step 19 : 0.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19810512 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 3.966124e+004 6.786304e+001 0.000000e+000 energy 2.040139e-001 2.797718e-003 2.040139e-002 displacement 2.327962e+001 2.327962e+001 2.327962e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19814166 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 3.966124e+004 1.175299e-001 0.000000e+000 energy 2.040139e-001 8.522545e-005 2.040139e-002 displacement 2.327962e+001 7.513480e-001 2.954809e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19813680 3 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.966124e+004 1.173473e-003 0.000000e+000 energy 2.040139e-001 5.552745e-006 2.040139e-002 displacement 2.327962e+001 1.433818e-001 3.133990e-003 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19813518 4 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.966124e+004 6.896582e-006 0.000000e+000 energy 2.040139e-001 3.672421e-007 2.040139e-002 displacement 2.327962e+001 2.352930e-003 3.183231e-003 ........................ augmentation # 1 max norm = 0.00959907 (0.03) max norm = 0.0519554 (0.03) max norm = 0.0728739 (0.03) max norm = 0.395871 (0.03) max norm = 0.0124624 (0.03) max norm = 0.423364 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.679823e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 6.755010e-006 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.215791e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 6.755013e-006 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.519926e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 6.755013e-006 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.187461e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 2.976046e-012 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.239617e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 2.305250e-012 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.541497e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 6.377996e-013 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.95 Data Record #1 =========================================================================== Step = 19 Time = 0.95 Data = center_of_mass 1 -12.2475 51.3732 12.5522 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.3138 -8.67595 8.83826 17 -3.34 -9.92 -15.9513 18 -7.5054 -8.70782 8.83745 19 -12.2359 51.3725 12.3973 20 -7.7623 -8.75056 8.83636 21 -12.9652 39.5432 68.6021 Data Record #2 =========================================================================== Step = 19 Time = 0.95 Data = rotation_quaternion 1 -0.00194047 0.000371733 -0.00268494 0.999994 2 0 0 0 1 3 0 0 0 1 4 0.000358954 -0.00205326 -0.00336394 0.999992 17 6.65967e-006 1.13092e-006 -0.00336392 0.999994 18 0.000362283 -0.00205269 -0.00336394 0.999992 19 -0.00188582 0.000370181 -0.00340851 0.999992 20 -0.00142299 -0.00235586 -0.0033677 0.999991 21 -0.00155372 0.000625514 -0.00279381 0.999995 Data Record #3 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Forces 1 -2.33425e-006 5.04125e-006 -2.27788e-006 2 0.822971 -1.06268 -4.0132 3 -0.822972 1.06268 4.0132 4 5.82855e-005 -2.90036e-006 2.9985e-005 17 -3.47147e-006 -5.74252e-007 8.63235e-008 18 2.86959e-006 4.19976e-006 -3.27302e-007 19 -2.22171e-006 6.94235e-006 3.8035e-007 20 5.43184e-007 -1.11989e-006 -4.70118e-007 21 8.56651e-009 -3.87588e-010 3.29e-008 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 5.96699e-006 -2.50212e-006 -2.72996e-005 2 20.2301 153.226 -36.4458 3 2.669 -179.728 48.1598 4 -0.000386542 0.000148157 -0.00148049 17 1.40438e-005 -8.62204e-005 5.20772e-006 18 6.81402e-006 1.66821e-006 -1.04134e-006 19 -3.19927e-005 -1.12095e-005 -2.25184e-005 20 -8.05024e-007 1.21797e-005 1.33437e-006 21 -9.45008e-008 1.89469e-007 7.04547e-008 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 0 0 0 2 -6.01578e-007 3.62231e-006 -2.40979e-007 3 3.02483e-010 -3.20153e-009 -1.66866e-013 4 -3.47116e-006 -5.77454e-007 8.63233e-008 5 1.94078e-007 -1.16869e-006 8.09316e-008 6 1.87261e-006 -6.99116e-006 1.70699e-007 7 -3.49106e-007 -4.88022e-008 5.51049e-007 8 0.0105795 -0.000917848 0.000539098 Data Record #6 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Moment 1 0 0 0 2 -19.9903 -3.32553 -9.30769e-007 3 -19.9903 -3.32553 0 4 -19.9903 -3.32553 1.10578e-007 5 -1.46462e-006 8.80662e-006 -9.96703e-008 6 -2.06409e-006 6.59799e-006 -1.83404e-007 7 -1.18361e-006 -2.21773e-007 -1.48694e-006 8 0 0 0 ===== beginning time step 20 : 1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19813554 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 4.445901e+004 8.768098e+001 0.000000e+000 energy 2.115564e-001 2.939101e-003 2.115564e-002 displacement 2.395928e+001 2.395928e+001 2.395928e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19817082 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 4.445901e+004 2.784881e-002 0.000000e+000 energy 2.115564e-001 8.413014e-005 2.115564e-002 displacement 2.395928e+001 5.385274e-001 3.095832e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19816632 3 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.445901e+004 1.245594e-004 0.000000e+000 energy 2.115564e-001 5.583820e-006 2.115564e-002 displacement 2.395928e+001 3.286222e-002 3.279092e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0097383 (0.03) max norm = 0.0538953 (0.03) max norm = 0.0764212 (0.03) max norm = 0.417682 (0.03) max norm = 0.0124383 (0.03) max norm = 0.444451 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.030377e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 9.995781e-006 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.677688e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 9.995761e-006 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.960234e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 9.995762e-006 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.713223e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 3.987949e-011 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.011361e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.258669e-011 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.903524e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 3.257918e-012 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 1 Data Record #1 =========================================================================== Step = 20 Time = 1 Data = center_of_mass 1 -12.2571 51.3866 12.5467 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.30611 -8.66174 8.8333 17 -3.34 -9.92 -15.9563 18 -7.50828 -8.69546 8.83244 19 -12.2434 51.3858 12.3646 20 -7.74372 -8.73473 8.83144 21 -12.9778 39.571 68.5996 Data Record #2 =========================================================================== Step = 20 Time = 1 Data = rotation_quaternion 1 -0.00215556 0.000296614 -0.00257355 0.999994 2 0 0 0 1 3 0 0 0 1 4 0.000364847 -0.00205624 -0.00314791 0.999993 17 9.85432e-006 1.67561e-006 -0.00314789 0.999995 18 0.000369775 -0.0020554 -0.00314792 0.999993 19 -0.00210871 0.000295158 -0.00319315 0.999993 20 -0.0016507 -0.00239895 -0.00315218 0.999991 21 -0.00159844 0.00059179 -0.00265983 0.999995 Data Record #3 =========================================================================== Step = 20 Time = 1 Data = Reaction_Forces 1 -3.79697e-005 9.02397e-005 -3.27261e-005 2 0.890655 -1.1518 -4.33864 3 -0.890664 1.1518 4.33864 4 0.000651776 -4.16185e-005 0.000261688 17 -4.89109e-005 -8.09136e-006 1.32538e-006 18 4.06473e-005 5.77388e-005 -3.31872e-006 19 -1.66334e-005 8.86153e-005 4.02683e-006 20 1.65645e-006 -1.71775e-005 -5.0738e-006 21 2.54634e-007 6.77029e-008 7.8471e-007 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 -0.000138221 -9.57832e-005 -0.000574356 2 21.7287 165.619 -39.5297 3 2.98245 -194.285 52.2151 4 0.000451307 0.000860608 -0.00994516 17 0.000200795 -0.0012144 7.26587e-005 18 -5.5101e-005 -1.91407e-006 -2.63209e-006 19 -0.00033217 -0.000130291 6.45892e-005 20 -2.03692e-005 0.000151827 3.73849e-006 21 -1.55584e-006 5.256e-006 -7.41608e-007 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 0 0 0 2 -8.26165e-006 4.95807e-005 -1.99334e-006 3 2.01332e-009 -6.67465e-008 -1.5059e-012 4 -4.89089e-005 -8.15811e-006 1.32538e-006 5 2.81341e-006 -1.68848e-005 7.07845e-007 6 1.77904e-005 -8.83226e-005 1.75482e-006 7 1.15696e-006 2.92662e-007 5.78164e-006 8 0.0104917 -0.00257811 0.000342514 Data Record #6 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Moment 1 0 0 0 2 -29.5787 -4.93375 -1.78987e-006 3 -29.5786 -4.93374 0 4 -29.5786 -4.93374 8.42451e-007 5 -1.96547e-005 0.000117939 -4.16675e-006 6 -1.46631e-005 6.61394e-005 -1.41506e-006 7 -4.77841e-006 -9.42912e-007 -8.47372e-006 8 0 0 0 ===== beginning time step 21 : 1.05 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19816722 1 Nonlinear solution status: time= 1.05 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.109205e+011 2.713953e+011 0.000000e+000 energy 1.860305e+004 1.498108e+004 1.860305e+003 displacement 3.211476e+005 3.211476e+005 3.211476e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20216664 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.05 Retrying time step. Retry attempt 1 of max 5 AUTO STEPPER: retry step, dt = 0.025 ===== beginning time step 21 : 1.025 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19816992 1 Nonlinear solution status: time= 1.025 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.773013e+010 2.158638e+010 0.000000e+000 energy 4.650761e+003 9.970997e+002 4.650761e+002 displacement 8.031648e+004 8.031648e+004 8.031648e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19952028 2 Nonlinear solution status: time= 1.025 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.773013e+010 1.049195e+008 0.000000e+000 energy 4.650761e+003 2.783185e+001 4.650761e+002 displacement 8.031648e+004 1.144112e+003 7.450066e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19880388 3 Nonlinear solution status: time= 1.025 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.773013e+010 1.423543e+007 0.000000e+000 energy 4.650761e+003 2.702096e+000 4.650761e+002 displacement 8.031648e+004 5.209904e+003 4.893401e+000 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19849860 4 Nonlinear solution status: time= 1.025 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.773013e+010 6.630819e+004 0.000000e+000 energy 4.650761e+003 1.732856e-002 4.650761e+002 displacement 8.031648e+004 1.407488e+002 4.697479e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19838016 5 Nonlinear solution status: time= 1.025 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 0.092449 convergence norms : INITIAL CURRENT REQUIRED residual 2.773013e+010 5.984595e+004 0.000000e+000 energy 4.650761e+003 1.790259e-003 4.650761e+002 displacement 8.031648e+004 5.902421e-001 4.686329e+000 ........................ augmentation # 1 max norm = 0.0454754 (0.03) max norm = 0.0857444 (0.03) max norm = 0.110219 (0.03) max norm = 0.434728 (0.03) max norm = 0.0299524 (0.03) max norm = 0.397224 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.893699e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.071948e-004 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.217938e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 9.557573e-005 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.142480e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 9.546610e-005 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.468635e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 4.152696e-007 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.322122e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 5.408969e-008 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.395235e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 4.547124e-007 1.000000e-004 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 1.025 Data Record #1 =========================================================================== Step = 21 Time = 1.025 Data = center_of_mass 1 -11.9713 51.1707 12.6148 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.16969 -8.98975 8.76988 17 -3.34 -9.92002 -16.0013 18 -7.43072 -9.02954 8.76744 19 -12.009 51.1667 13.1374 20 -8.33216 -9.16697 8.75903 21 -12.4901 38.1531 68.411 Data Record #2 =========================================================================== Step = 21 Time = 1.025 Data = rotation_quaternion 1 0.00437229 0.00189732 -0.00815 0.999955 2 0 0 0 1 3 0 0 0 1 4 0.0199698 -0.00143219 -0.0100747 0.999749 17 -9.43356e-005 -1.53468e-005 -0.010177 0.999948 18 0.000550777 -0.00457167 -0.010176 0.999938 19 0.00452349 0.00190502 -0.0101927 0.999936 20 0.00545194 -0.00379688 -0.0101449 0.999926 21 0.0140122 0.00511069 -0.00811059 0.999856 Data Record #3 =========================================================================== Step = 21 Time = 1.025 Data = Reaction_Forces 1 -0.719329 3.40703 -0.27736 2 0.737572 -0.926126 -3.68146 3 -0.740483 0.921246 3.69609 4 6.98018 -1.12669 3.44968 17 0.21236 0.0394659 -0.00300586 18 -0.200772 -0.106093 0.0286977 19 -2.59526e-005 0.00438524 0.0729947 20 0.0676442 -0.507835 0.11865 21 0.00599569 -0.0014397 0.0136617 Data Record #4 =========================================================================== Step = 21 Time = 1.025 Data = Reaction_Torques 1 0.853611 1.25959 -4.25093 2 20.6668 141.349 -31.456 3 1.14159 -164.831 44.1058 4 36.0871 142.918 -126.725 17 -1.13543 5.23918 -0.311024 18 19.9127 -136.608 53.4001 19 -4.81958 -0.686463 -0.760395 20 0.496508 0.565471 -0.00413674 21 -0.0133802 0.0144842 -0.00923235 Data Record #5 =========================================================================== Step = 21 Time = 1.025 Data = Rigid_Connector_Force 1 0 0 0 2 0.0110105 -0.0738219 0.0256932 3 -0.000577689 -0.00719478 1.343e-006 4 0.211782 0.0322711 -0.00300452 5 0.0753805 -0.506402 0.192182 6 0.00776227 -0.00295221 0.000537873 7 0.00773632 0.00143303 0.0735326 8 0.0470438 -0.124656 0.198131 Data Record #6 =========================================================================== Step = 21 Time = 1.025 Data = Rigid_Connector_Moment 1 0 0 0 2 303.04 -93.4444 53.4005 3 283.461 43.1579 0 4 283.13 43.1445 0.000375045 5 0.00305115 0.0563692 -1.24453 6 -0.10134 -0.126464 -0.00826589 7 -0.557433 -0.0892307 -1.24184 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.03 ===== beginning time step 22 : 1.055 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19837926 1 Nonlinear solution status: time= 1.055 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.994739e+010 1.711356e+010 0.000000e+000 energy 6.675382e+003 1.111788e+003 6.675382e+002 displacement 6.876989e+004 6.876989e+004 6.876989e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19916262 2 Nonlinear solution status: time= 1.055 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.994739e+010 6.120333e+007 0.000000e+000 energy 6.675382e+003 3.276119e+001 6.675382e+002 displacement 6.876989e+004 1.895614e+002 6.819048e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19872882 3 Nonlinear solution status: time= 1.055 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.994739e+010 5.230417e+006 0.000000e+000 energy 6.675382e+003 1.677255e-001 6.675382e+002 displacement 6.876989e+004 1.248528e+003 6.068496e+000 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19859022 4 Nonlinear solution status: time= 1.055 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.994739e+010 3.253767e+001 0.000000e+000 energy 6.675382e+003 2.856557e-003 6.675382e+002 displacement 6.876989e+004 5.178376e+001 5.961532e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19853784 5 Nonlinear solution status: time= 1.055 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.994739e+010 4.669871e+002 0.000000e+000 energy 6.675382e+003 1.374632e-005 6.675382e+002 displacement 6.876989e+004 4.136322e+000 5.919953e+000 ........................ augmentation # 1 max norm = 0.084947 (0.03) max norm = 0.141539 (0.03) max norm = 0.182779 (0.03) max norm = 0.514883 (0.03) max norm = 0.0295334 (0.03) max norm = 0.376903 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.026832e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.611394e-004 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.561956e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.610666e-004 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.080075e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.610665e-004 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.958455e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.815972e-009 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.086766e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 3.946827e-010 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.486060e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 3.942457e-009 1.000000e-004 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 1.055 Data Record #1 =========================================================================== Step = 22 Time = 1.055 Data = center_of_mass 1 -12.0518 50.6292 12.7773 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.15052 -9.63959 8.84514 17 -3.34 -9.92 -15.9161 18 -7.33265 -9.66718 8.84298 19 -12.132 50.6081 13.8993 20 -8.48136 -9.84116 8.82935 21 -12.2518 36.3863 68.2786 Data Record #2 =========================================================================== Step = 22 Time = 1.055 Data = rotation_quaternion 1 0.00967305 0.00223727 -0.00406076 0.999942 2 0 0 0 1 3 0 0 0 1 4 0.0433038 0.00109391 -0.0103669 0.999008 17 -0.000158985 -2.58108e-005 -0.0106317 0.999943 18 0.000621521 -0.00583851 -0.0106297 0.999926 19 0.0101533 0.0022983 -0.0105838 0.99989 20 0.0111961 -0.00412395 -0.0105669 0.999873 21 0.0311897 0.00845676 -0.00252166 0.999475 Data Record #3 =========================================================================== Step = 22 Time = 1.055 Data = Reaction_Forces 1 -0.00704749 0.00787915 -0.00309851 2 0.715484 -0.868753 -3.57474 3 -0.715483 0.868748 3.57473 4 0.017527 0.000804567 0.00647878 17 -0.00106788 -0.000161686 5.07819e-006 18 0.000915526 0.00117399 -8.57368e-005 19 0.0126729 0.00955562 0.0025871 20 -0.00552921 -0.00481349 -0.00164173 21 0.000169025 -0.000138802 0.000636498 Data Record #4 =========================================================================== Step = 22 Time = 1.055 Data = Reaction_Torques 1 -0.11882 -0.0238542 -0.244092 2 21.3563 137.29 -29.0838 3 0.296121 -160.649 39.113 4 -2.15785 15.0126 -2.08389 17 0.0036428 -0.0265528 0.00157564 18 2.24406 -14.9622 1.85376 19 -0.105882 -0.0473138 0.382512 20 -0.00736759 0.015478 -0.0110536 21 -0.000259695 0.000186407 -0.000266398 Data Record #5 =========================================================================== Step = 22 Time = 1.055 Data = Rigid_Connector_Force 1 0 0 0 2 -0.000152359 0.00101226 -8.06586e-005 3 -2.19294e-009 -4.55668e-008 1.44027e-011 4 -0.00106789 -0.000161732 5.07821e-006 5 0.000587265 -0.00390199 0.000314515 6 -0.00655647 -0.00864412 -0.000630854 7 0.00611647 0.0009115 0.00195625 8 0.0558182 -0.305748 0.428782 Data Record #6 =========================================================================== Step = 22 Time = 1.055 Data = Rigid_Connector_Moment 1 0 0 0 2 479.995 57.3949 1.85377 3 477.752 72.3572 0 4 477.751 72.3571 2.15827e-006 5 -0.00080884 0.00537215 -0.000406838 6 -0.000795625 -0.000873832 -7.32707e-005 7 0.00492688 0.000661789 0.0107319 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.034 ===== beginning time step 23 : 1.089 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19852596 1 Nonlinear solution status: time= 1.089 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.128967e+010 2.470997e+010 0.000000e+000 energy 8.570237e+003 1.776804e+003 8.570237e+002 displacement 8.793943e+004 8.793943e+004 8.793943e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19920204 2 Nonlinear solution status: time= 1.089 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.128967e+010 1.493335e+008 0.000000e+000 energy 8.570237e+003 6.899149e+001 8.570237e+002 displacement 8.793943e+004 1.289003e+003 8.767236e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19886346 3 Nonlinear solution status: time= 1.089 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.128967e+010 9.382108e+005 0.000000e+000 energy 8.570237e+003 1.301244e-001 8.570237e+002 displacement 8.793943e+004 1.099940e+003 9.164225e+000 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19874052 4 Nonlinear solution status: time= 1.089 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.128967e+010 8.479666e+003 0.000000e+000 energy 8.570237e+003 5.761928e-003 8.570237e+002 displacement 8.793943e+004 2.721724e+001 9.030952e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19871154 5 Nonlinear solution status: time= 1.089 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.128967e+010 3.488978e+003 0.000000e+000 energy 8.570237e+003 2.012563e-004 8.570237e+002 displacement 8.793943e+004 1.326171e+001 9.009625e+000 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19871334 6 Nonlinear solution status: time= 1.089 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.128967e+010 5.544952e+002 0.000000e+000 energy 8.570237e+003 7.662148e-005 8.570237e+002 displacement 8.793943e+004 4.251076e-001 8.990508e+000 ........................ augmentation # 1 max norm = 0.134666 (0.03) max norm = 0.221448 (0.03) max norm = 0.284985 (0.03) max norm = 0.626663 (0.03) max norm = 0.0505909 (0.03) max norm = 0.339615 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.684016e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 2.446714e-004 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.429660e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 2.445801e-004 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.492469e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 2.445800e-004 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.244106e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 3.814773e-010 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.162433e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 2.469344e-010 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.902033e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 9.510712e-011 1.000000e-004 convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 1.089 Data Record #1 =========================================================================== Step = 23 Time = 1.089 Data = center_of_mass 1 -11.9954 49.9151 12.9796 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.1304 -10.349 8.896 17 -3.34 -9.91997 -15.8565 18 -7.22706 -10.3637 8.89464 19 -12.1425 49.8372 15.0721 20 -8.4758 -10.5528 8.87707 21 -11.9744 34.1354 68.0652 Data Record #2 =========================================================================== Step = 23 Time = 1.089 Data = rotation_quaternion 1 0.0189114 0.00289508 -0.00400491 0.999809 2 0 0 0 1 3 0 0 0 1 4 0.0696553 0.00427755 -0.0101105 0.997511 17 -0.000241419 -3.91957e-005 -0.0106236 0.999944 18 0.000632591 -0.00694859 -0.0106199 0.999919 19 0.0193804 0.00301468 -0.0104356 0.999753 20 0.0204752 -0.00372299 -0.0104808 0.999728 21 0.0503546 0.0116869 -0.00146747 0.998662 Data Record #3 =========================================================================== Step = 23 Time = 1.089 Data = Reaction_Forces 1 -0.00144856 0.00475074 0.000124429 2 0.675314 -0.79841 -3.37085 3 -0.675333 0.798405 3.3708 4 0.00834146 -0.000553398 0.00371821 17 0.000543386 8.08824e-005 8.62323e-006 18 -0.000492003 -0.000429279 0.000104048 19 -0.00103082 0.000660593 1.86146e-005 20 0.000655774 -0.00109753 0.000351267 21 3.71169e-005 -2.34811e-006 6.43652e-005 Data Record #4 =========================================================================== Step = 23 Time = 1.089 Data = Reaction_Torques 1 -0.0199933 -0.00202493 -0.00299991 2 21.0239 129.442 -26.4296 3 -0.302604 -151.439 35.7745 4 2.30478 -15.2973 6.12164 17 -0.00218632 0.0134609 -0.000805441 18 -2.23294 15.3097 -6.19078 19 -0.00155601 0.00212432 -0.0295427 20 -8.31731e-005 -0.000900946 0.000562391 21 -4.13562e-005 5.7986e-005 0.000125491 Data Record #5 =========================================================================== Step = 23 Time = 1.089 Data = Rigid_Connector_Force 1 0 0 0 2 5.0981e-005 -0.000347025 0.00011267 3 -4.01421e-007 1.37215e-006 -6.92937e-010 4 0.000542984 8.22545e-005 8.62253e-006 5 0.000172135 -0.00117176 0.000380972 6 0.000547186 -0.000734824 1.10899e-005 7 -0.000483639 -7.42313e-005 2.97045e-005 8 0.0647849 -0.494601 0.675831 Data Record #6 =========================================================================== Step = 23 Time = 1.089 Data = Rigid_Connector_Moment 1 0 0 0 2 723.232 125.196 -6.19078 3 725.465 109.886 0 4 725.465 109.886 -3.09744e-006 5 0.000157365 -0.00107286 0.000365956 6 -0.000449286 0.00058893 -9.643e-006 7 0.000208846 3.67868e-005 -0.000190888 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0372 ===== beginning time step 24 : 1.1262 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19871244 1 Nonlinear solution status: time= 1.1262 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.139852e+010 3.557783e+010 0.000000e+000 energy 1.026385e+004 2.565208e+003 1.026385e+003 displacement 1.493673e+005 1.493673e+005 1.493673e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19937700 2 Nonlinear solution status: time= 1.1262 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.139852e+010 3.220188e+008 0.000000e+000 energy 1.026385e+004 1.247878e+002 1.026385e+003 displacement 1.493673e+005 8.946539e+002 1.426141e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19909152 3 Nonlinear solution status: time= 1.1262 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.139852e+010 2.554878e+007 0.000000e+000 energy 1.026385e+004 3.335590e+000 1.026385e+003 displacement 1.493673e+005 2.806697e+003 1.229044e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19897668 4 Nonlinear solution status: time= 1.1262 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.139852e+010 1.497857e+005 0.000000e+000 energy 1.026385e+004 3.633634e-001 1.026385e+003 displacement 1.493673e+005 1.015260e+002 1.196390e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19894662 5 Nonlinear solution status: time= 1.1262 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.139852e+010 2.694440e+003 0.000000e+000 energy 1.026385e+004 4.654243e-003 1.026385e+003 displacement 1.493673e+005 8.581951e+000 1.185631e+001 ........................ augmentation # 1 max norm = 0.188274 (0.03) max norm = 0.314687 (0.03) max norm = 0.416196 (0.03) max norm = 0.751576 (0.03) max norm = 0.0798027 (0.03) max norm = 0.341233 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.837591e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 3.437042e-004 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.727445e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 3.433163e-004 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.778461e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 3.433163e-004 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.353019e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 3.136639e-009 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.537941e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 4.419937e-009 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.037685e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 6.047238e-009 1.000000e-004 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 1.1262 Data Record #1 =========================================================================== Step = 24 Time = 1.1262 Data = center_of_mass 1 -11.8883 49.0405 13.2094 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.08747 -11.078 8.88993 17 -3.34001 -9.91996 -15.855 18 -7.11825 -11.0826 8.88943 19 -12.1115 48.8433 16.4676 20 -8.47323 -11.2874 8.86757 21 -11.6539 31.5406 67.772 Data Record #2 =========================================================================== Step = 24 Time = 1.1262 Data = rotation_quaternion 1 0.0305767 0.00389656 -0.00482213 0.999513 2 0 0 0 1 3 0 0 0 1 4 0.0983913 0.00791481 -0.00996842 0.995066 17 -0.000338889 -5.49562e-005 -0.0108089 0.999942 18 0.000599536 -0.00798638 -0.0108031 0.99991 19 0.0309795 0.00406574 -0.0104231 0.999457 20 0.032106 -0.00286985 -0.0105512 0.999425 21 0.0706689 0.0149579 -0.00147872 0.997387 Data Record #3 =========================================================================== Step = 24 Time = 1.1262 Data = Reaction_Forces 1 -0.011726 0.0147713 -0.00470631 2 0.597669 -0.692326 -2.98543 3 -0.597718 0.692324 2.98536 4 0.0162751 -0.00231385 0.0117982 17 0.00044606 4.05789e-005 0.00036141 18 -0.000226051 -0.00176372 0.00190304 19 0.00845618 0.0252749 0.00516615 20 -0.00372826 -0.000583914 -0.00305739 21 5.56353e-005 2.9238e-005 0.000380045 Data Record #4 =========================================================================== Step = 24 Time = 1.1262 Data = Reaction_Torques 1 0.0473165 0.0870549 -0.312977 2 19.255 114.679 -22.711 3 -0.660442 -134.251 30.9431 4 2.54149 -18.7742 31.2816 17 -0.00120439 0.0110334 -0.00116938 18 -2.35961 19.0025 -31.4657 19 -0.198887 -0.073829 0.242427 20 0.00111436 0.0143268 -0.00948459 21 0.000236643 -0.000984927 -9.82393e-005 Data Record #5 =========================================================================== Step = 24 Time = 1.1262 Data = Rigid_Connector_Force 1 0 0 0 2 0.000219705 -0.00169587 0.00226444 3 -3.04365e-007 2.72727e-005 -1.85471e-008 4 0.000445756 6.78517e-005 0.000361392 5 2.28767e-005 -0.000181417 0.000281055 6 -0.00470504 -0.0248724 -0.00182771 7 0.00375114 0.000402498 0.00333844 8 0.0799361 -0.695427 0.924413 Data Record #6 =========================================================================== Step = 24 Time = 1.1262 Data = Rigid_Connector_Moment 1 0 0 0 2 1016.03 172.871 -31.4662 3 1018.39 153.87 0 4 1018.39 153.87 -0.000508426 5 0.000755746 -0.00578973 0.00737933 6 0.00134132 0.0131618 0.000888506 7 -0.00320494 -0.00137914 0.017803 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.03976 ===== beginning time step 25 : 1.16596 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19893852 1 Nonlinear solution status: time= 1.16596 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.013988e+010 4.470186e+010 0.000000e+000 energy 1.172990e+004 3.272476e+003 1.172990e+003 displacement 1.728720e+005 1.728720e+005 1.728720e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19982790 2 Nonlinear solution status: time= 1.16596 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.013988e+010 5.360973e+008 0.000000e+000 energy 1.172990e+004 1.879617e+002 1.172990e+003 displacement 1.728720e+005 6.320636e+002 1.662699e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19940976 3 Nonlinear solution status: time= 1.16596 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.013988e+010 4.420992e+007 0.000000e+000 energy 1.172990e+004 7.267813e+000 1.172990e+003 displacement 1.728720e+005 2.854266e+003 1.453397e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19923354 4 Nonlinear solution status: time= 1.16596 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.013988e+010 3.879270e+005 0.000000e+000 energy 1.172990e+004 7.875913e-001 1.172990e+003 displacement 1.728720e+005 1.415614e+002 1.411765e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19916244 5 Nonlinear solution status: time= 1.16596 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.013988e+010 8.897521e+003 0.000000e+000 energy 1.172990e+004 1.157460e-002 1.172990e+003 displacement 1.728720e+005 1.059841e+001 1.398503e+001 ........................ augmentation # 1 max norm = 0.246202 (0.03) max norm = 0.421157 (0.03) max norm = 0.576332 (0.03) max norm = 0.891381 (0.03) max norm = 0.113068 (0.03) max norm = 0.406323 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.107765e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 4.627202e-004 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.652966e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 4.618307e-004 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.239714e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 4.618316e-004 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.489255e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 4.980353e-009 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.249576e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 7.659354e-009 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.008838e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 7.775524e-009 1.000000e-004 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 1.16596 Data Record #1 =========================================================================== Step = 25 Time = 1.16596 Data = center_of_mass 1 -11.7556 48.0585 13.4496 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.01927 -11.842 8.82095 17 -3.34 -9.92 -15.9204 18 -7.00426 -11.8398 8.82121 19 -12.0497 47.6733 17.9227 20 -8.45849 -12.059 8.79591 21 -11.2364 28.7529 67.3944 Data Record #2 =========================================================================== Step = 25 Time = 1.16596 Data = rotation_quaternion 1 0.0433011 0.00540063 -0.00487103 0.999036 2 0 0 0 1 3 0 0 0 1 4 0.12892 0.0122451 -0.00978094 0.991531 17 -0.000455889 -7.38465e-005 -0.0109863 0.99994 18 0.000463952 -0.00864051 -0.010978 0.999902 19 0.0436882 0.00563685 -0.0103724 0.998975 20 0.0448375 -0.00143952 -0.0105949 0.998937 21 0.0917703 0.0186572 -0.000722018 0.995605 Data Record #3 =========================================================================== Step = 25 Time = 1.16596 Data = Reaction_Forces 1 -0.0178895 0.032596 -0.00418576 2 0.473988 -0.543632 -2.37202 3 -0.47401 0.543736 2.37186 4 0.035432 -0.00323703 0.0259759 17 -0.000314314 -8.26291e-005 0.000650772 18 0.000578655 -0.00211235 0.00283419 19 0.00716235 0.0323409 0.00781248 20 -0.00358298 -0.000322588 -0.00448998 21 0.000110879 2.75015e-005 0.000442179 Data Record #4 =========================================================================== Step = 25 Time = 1.16596 Data = Reaction_Torques 1 0.043748 0.1311 -0.375265 2 15.5863 91.1831 -17.7471 3 -0.705237 -106.818 24.2538 4 3.44284 -27.1433 60.5591 17 0.0046699 -0.00743927 -0.000666727 18 -3.08691 27.5326 -60.9393 19 -0.285685 -0.102529 0.234552 20 0.000950959 0.0212855 -0.00833703 21 0.000384581 -0.00179616 -0.000123358 Data Record #5 =========================================================================== Step = 25 Time = 1.16596 Data = Rigid_Connector_Force 1 0 0 0 2 0.000264731 -0.00215845 0.00348493 3 3.89857e-007 3.65276e-005 -3.33086e-008 4 -0.000313924 -4.61015e-005 0.000650739 5 1.57784e-005 -0.000141442 0.000318582 6 -0.00356359 -0.0321598 -0.00300392 7 0.00359876 0.000181146 0.00480856 8 0.098319 -0.919187 1.16455 Data Record #6 =========================================================================== Step = 25 Time = 1.16596 Data = Rigid_Connector_Moment 1 0 0 0 2 1366.93 234.031 -60.9404 3 1370.02 206.5 0 4 1370.02 206.501 -0.0011337 5 0.00101961 -0.00820084 0.0124476 6 1.19405e-005 0.0228932 0.00197241 7 -0.00405662 -0.00235636 0.02285 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.041808 ===== beginning time step 26 : 1.20777 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19913040 1 Nonlinear solution status: time= 1.20777 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.755174e+010 5.398042e+010 0.000000e+000 energy 1.297781e+004 4.048563e+003 1.297781e+003 displacement 2.004576e+005 2.004576e+005 2.004576e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20065356 2 Nonlinear solution status: time= 1.20777 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.755174e+010 8.033111e+008 0.000000e+000 energy 1.297781e+004 2.598461e+002 1.297781e+003 displacement 2.004576e+005 1.247813e+003 1.890045e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19998018 3 Nonlinear solution status: time= 1.20777 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.755174e+010 1.718958e+008 0.000000e+000 energy 1.297781e+004 2.660333e+001 1.297781e+003 displacement 2.004576e+005 7.602566e+003 1.556601e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19967310 4 Nonlinear solution status: time= 1.20777 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.755174e+010 1.419461e+006 0.000000e+000 energy 1.297781e+004 3.014962e+000 1.297781e+003 displacement 2.004576e+005 4.614342e+002 1.477924e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19948734 5 Nonlinear solution status: time= 1.20777 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.755174e+010 3.049255e+004 0.000000e+000 energy 1.297781e+004 3.553361e-002 1.297781e+003 displacement 2.004576e+005 6.031005e+001 1.460989e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19937628 6 Nonlinear solution status: time= 1.20777 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.755174e+010 4.115409e+004 0.000000e+000 energy 1.297781e+004 9.269785e-003 1.297781e+003 displacement 2.004576e+005 1.715576e+001 1.453349e+001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19932588 7 Nonlinear solution status: time= 1.20777 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.755174e+010 1.351728e+004 0.000000e+000 energy 1.297781e+004 6.195696e-004 1.297781e+003 displacement 2.004576e+005 9.902290e+001 1.454403e+001 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19930050 8 Nonlinear solution status: time= 1.20777 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.755174e+010 3.967784e+003 0.000000e+000 energy 1.297781e+004 2.309475e-004 1.297781e+003 displacement 2.004576e+005 2.171770e+001 1.455685e+001 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19928340 9 Nonlinear solution status: time= 1.20777 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.755174e+010 9.002743e+002 0.000000e+000 energy 1.297781e+004 1.227760e-004 1.297781e+003 displacement 2.004576e+005 2.132576e+000 1.455432e+001 ........................ augmentation # 1 max norm = 0.308996 (0.03) max norm = 0.541743 (0.03) max norm = 0.733566 (0.03) max norm = 1.041 (0.03) max norm = 0.146787 (0.03) max norm = 0.46919 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.645185e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 5.984180e-004 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.538333e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 5.983317e-004 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.786678e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 5.983317e-004 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.094022e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 6.880412e-011 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.032187e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 4.796357e-011 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.824849e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.489068e-011 1.000000e-004 convergence summary number of iterations : 9 number of reformations : 0 ------- converged at time : 1.20777 Data Record #1 =========================================================================== Step = 26 Time = 1.207768 Data = center_of_mass 1 -11.587 47.0812 13.6801 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.88803 -12.5812 8.67617 17 -3.33997 -9.92018 -16.0661 18 -6.89568 -12.5823 8.67604 19 -11.9276 46.4662 19.2357 20 -8.473 -12.8175 8.64762 21 -10.641 26.0044 66.9419 Data Record #2 =========================================================================== Step = 26 Time = 1.207768 Data = rotation_quaternion 1 0.0553703 0.00765794 -0.00355443 0.99843 2 0 0 0 1 3 0 0 0 1 4 0.160825 0.0170165 -0.0101738 0.986784 17 -0.000590709 -9.52027e-005 -0.0117821 0.99993 18 0.000236713 -0.00898926 -0.011771 0.99989 19 0.0558697 0.00806283 -0.010899 0.998346 20 0.0571419 0.000200554 -0.0112453 0.998303 21 0.113213 0.023327 0.00157996 0.993296 Data Record #3 =========================================================================== Step = 26 Time = 1.207768 Data = Reaction_Forces 1 -3.57225e-005 0.000110521 -1.02444e-006 2 0.317365 -0.370761 -1.60268 3 -0.317395 0.3708 1.60267 4 0.00252033 -0.000238084 0.000925215 17 7.71023e-005 1.10482e-005 2.60502e-006 18 -6.90134e-005 -6.62127e-005 8.7143e-006 19 -0.000130516 7.76572e-005 4.23199e-005 20 0.00013408 -0.000282823 2.77914e-005 21 4.96036e-007 -7.38113e-008 9.42587e-007 Data Record #4 =========================================================================== Step = 26 Time = 1.207768 Data = Reaction_Torques 1 -0.000380565 -0.000267928 3.75425e-005 2 10.4108 61.7649 -12.1875 3 -0.422718 -72.1405 16.5486 4 2.82372 -19.6354 7.55678 17 -0.000230904 0.00192121 -0.000114318 18 -2.78936 19.6133 -7.56195 19 -0.0022992 0.000757735 -0.00541473 20 6.03132e-005 1.8921e-005 2.49886e-005 21 9.96541e-006 -2.27733e-005 3.45357e-005 Data Record #5 =========================================================================== Step = 26 Time = 1.207768 Data = Rigid_Connector_Force 1 0 0 0 2 7.95799e-006 -5.47299e-005 1.13188e-005 3 -1.30858e-007 4.34558e-007 -5.38081e-010 4 7.69714e-005 1.14828e-005 2.60448e-006 5 4.36145e-005 -0.000299957 6.20729e-005 6 4.00504e-005 -9.47916e-005 -8.03846e-006 7 -9.04652e-005 -1.71344e-005 3.42815e-005 8 0.117616 -1.178 1.38601 Data Record #6 =========================================================================== Step = 26 Time = 1.207768 Data = Rigid_Connector_Moment 1 0 0 0 2 1772.58 284.322 -7.56195 3 1775.37 264.709 0 4 1775.37 264.709 7.46611e-007 5 2.90146e-005 -0.000199765 4.31046e-005 6 4.5317e-005 -0.000136015 -1.22793e-005 7 -6.22951e-005 -1.33552e-005 3.8947e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0434464 ===== beginning time step 27 : 1.25121 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19927566 1 Nonlinear solution status: time= 1.25121 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.374897e+010 6.063239e+010 0.000000e+000 energy 1.402552e+004 4.506054e+003 1.402552e+003 displacement 2.220821e+005 2.220821e+005 2.220821e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19984392 2 Nonlinear solution status: time= 1.25121 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.374897e+010 1.035298e+009 0.000000e+000 energy 1.402552e+004 3.289506e+002 1.402552e+003 displacement 2.220821e+005 2.150064e+003 2.074489e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19949670 3 Nonlinear solution status: time= 1.25121 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 8.374897e+010 2.958377e+008 0.000000e+000 energy 1.402552e+004 2.804518e+001 1.402552e+003 displacement 2.220821e+005 2.821667e+003 1.883882e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19945764 4 Nonlinear solution status: time= 1.25121 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.374897e+010 1.835002e+007 0.000000e+000 energy 1.402552e+004 2.950628e+000 1.402552e+003 displacement 2.220821e+005 1.377710e+003 1.730667e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19939698 5 Nonlinear solution status: time= 1.25121 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.374897e+010 3.788849e+006 0.000000e+000 energy 1.402552e+004 7.348637e-001 1.402552e+003 displacement 2.220821e+005 2.514849e+002 1.656151e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19937682 6 Nonlinear solution status: time= 1.25121 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.374897e+010 1.270585e+006 0.000000e+000 energy 1.402552e+004 1.443061e-001 1.402552e+003 displacement 2.220821e+005 5.494745e+001 1.624831e+001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19937034 7 Nonlinear solution status: time= 1.25121 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.374897e+010 3.332642e+005 0.000000e+000 energy 1.402552e+004 5.016119e-002 1.402552e+003 displacement 2.220821e+005 1.286864e+001 1.610789e+001 ........................ augmentation # 1 max norm = 0.375745 (0.03) max norm = 0.676471 (0.03) max norm = 0.887605 (0.03) max norm = 1.19792 (0.03) max norm = 0.183803 (0.03) max norm = 0.543283 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.088320e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 7.591872e-004 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.660987e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 7.457015e-004 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.863387e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 7.457032e-004 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.072018e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.972440e-008 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.082112e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 9.368169e-009 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.791957e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 4.844643e-009 1.000000e-004 convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 1.25121 Data Record #1 =========================================================================== Step = 27 Time = 1.2512144 Data = center_of_mass 1 -11.3639 46.0617 13.8994 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.73533 -13.3257 8.45595 17 -3.33992 -9.92055 -16.2909 18 -6.79043 -13.3337 8.45496 19 -11.7274 45.1592 20.5197 20 -8.48218 -13.5819 8.42455 21 -9.85474 23.2064 66.3946 Data Record #2 =========================================================================== Step = 27 Time = 1.2512144 Data = rotation_quaternion 1 0.0677923 0.0107867 -0.000879664 0.997641 2 0 0 0 1 3 0 0 0 1 4 0.193755 0.0221603 -0.0109818 0.980738 17 -0.00073634 -0.00011779 -0.0129515 0.999916 18 -5.85322e-005 -0.00907545 -0.0129377 0.999875 19 0.0684973 0.0115255 -0.0117799 0.997515 20 0.0699947 0.00221332 -0.0123134 0.997469 21 0.13486 0.028691 0.00538102 0.990435 Data Record #3 =========================================================================== Step = 27 Time = 1.2512144 Data = Reaction_Forces 1 -0.0152241 0.0529304 0.00521184 2 0.164092 -0.206809 -0.835735 3 -0.16479 0.206796 0.834938 4 0.620165 -0.160957 0.266465 17 0.0184716 0.00264109 0.000492565 18 -0.016964 -0.0130651 0.00250255 19 -0.0458405 0.0198705 0.00644918 20 0.0380932 -0.0722212 0.0181836 21 0.000253256 -0.00018473 0.000516735 Data Record #4 =========================================================================== Step = 27 Time = 1.2512144 Data = Reaction_Torques 1 -0.270837 -0.0855558 0.0334414 2 4.9088 32.307 -6.99142 3 -0.0997694 -37.2775 8.82254 4 55.4242 -358.233 182.476 17 -0.0615856 0.459362 -0.0276089 18 -49.8486 361.436 -188.254 19 -0.318875 0.312499 -1.61738 20 0.0117495 -0.0251704 0.0137887 21 -0.000458022 0.000967015 0.000690212 Data Record #5 =========================================================================== Step = 27 Time = 1.2512144 Data = Rigid_Connector_Force 1 0 0 0 2 0.00146581 -0.0103598 0.00299501 3 -4.17352e-005 6.42436e-005 -1.03833e-007 4 0.0184299 0.00270534 0.000492461 5 0.0108655 -0.076808 0.0223209 6 0.0186128 -0.0244573 -0.0023119 7 -0.0272277 -0.00458682 0.00413728 8 0.129757 -1.46154 1.58425 Data Record #6 =========================================================================== Step = 27 Time = 1.2512144 Data = Rigid_Connector_Moment 1 0 0 0 2 2163.57 686.166 -188.254 3 2213.41 324.729 0 4 2213.42 324.731 6.84759e-005 5 0.00757422 -0.0543486 0.0221434 6 0.0138191 -0.0243382 -0.00255892 7 -0.00811811 -0.00271462 0.0117457 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0447571 ===== beginning time step 28 : 1.29597 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19936656 1 Nonlinear solution status: time= 1.29597 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.888136e+010 6.710358e+010 0.000000e+000 energy 1.489226e+004 5.226758e+003 1.489226e+003 displacement 2.423820e+005 2.423820e+005 2.423820e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20022696 2 Nonlinear solution status: time= 1.29597 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.888136e+010 1.283424e+009 0.000000e+000 energy 1.489226e+004 4.158798e+002 1.489226e+003 displacement 2.423820e+005 1.017365e+004 2.578968e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19973682 3 Nonlinear solution status: time= 1.29597 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 0.015913 convergence norms : INITIAL CURRENT REQUIRED residual 8.888136e+010 1.243541e+009 0.000000e+000 energy 1.489226e+004 1.021861e+000 1.489226e+003 displacement 2.423820e+005 3.588176e+000 2.566962e+001 ........................ augmentation # 1 max norm = 0.443297 (0.03) max norm = 0.808294 (0.03) max norm = 1.06705 (0.03) max norm = 1.40477 (0.03) max norm = 0.238988 (0.03) max norm = 0.649394 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.334098e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 9.216121e-004 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.519809e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 8.118797e-004 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.578855e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 8.151324e-004 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.485670e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 2.081256e-006 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.052056e-003 1.000000e-002 moment: 1.000000e+000 *** angle : 1.623335e-005 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.350027e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 4.597425e-006 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 1.29597 Data Record #1 =========================================================================== Step = 28 Time = 1.29597152 Data = center_of_mass 1 -10.8058 44.559 14.5044 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.51674 -14.1705 8.20852 17 -3.33983 -9.92111 -16.5595 18 -6.63234 -14.1883 8.20688 19 -11.1192 43.3711 21.7787 20 -7.54965 -14.3317 8.19412 21 -8.79486 19.8146 66.094 Data Record #2 =========================================================================== Step = 28 Time = 1.29597152 Data = rotation_quaternion 1 0.0814806 0.0169271 -0.00611176 0.996512 2 0 0 0 1 3 0 0 0 1 4 0.227125 0.0304641 -0.00673634 0.973366 17 -0.000801048 -0.000132181 -0.00864234 0.999962 18 -0.00050666 -0.00694779 -0.00863043 0.999938 19 0.0815525 0.0170018 -0.00720992 0.996498 20 0.0832652 0.00663844 -0.00795441 0.996474 21 0.157286 0.0330057 0.00738365 0.986974 Data Record #3 =========================================================================== Step = 28 Time = 1.29597152 Data = Reaction_Forces 1 -99.1087 181.942 -3.26486 2 0.0470999 -0.0880159 -0.230116 3 -0.368246 1.22098 0.00158028 4 -259.138 2199.82 -1653.8 17 -4.96595 -1.52612 2.18691 18 4.86936 2.09749 -2.27112 19 45.5226 32.3427 -0.446919 20 -5.09001 -5.96535 9.1993 21 -0.0429651 0.0352911 -0.654916 Data Record #4 =========================================================================== Step = 28 Time = 1.29597152 Data = Reaction_Torques 1 864.52 694.605 -902.217 2 0.181596 8.88686 -3.31655 3 -580.306 -78.4567 -135.928 4 -33829.8 -3940.38 8468.83 17 32.4748 -125.279 5.61081 18 176.802 -1249.93 367.334 19 469.7 -54.1097 354.688 20 1.73989 -44.0998 -23.9184 21 -0.598476 0.469677 0.308402 Data Record #5 =========================================================================== Step = 28 Time = 1.29597152 Data = Rigid_Connector_Force 1 0 0 0 2 -0.203628 1.3157 -0.0854272 3 -0.107034 0.744323 -0.00122095 4 -5.07298 -0.781792 2.18569 5 0.585621 -3.94757 2.04816 6 -39.847 -30.3249 -6.70422 7 5.67563 2.01778 -7.15114 8 0.132515 -1.71991 1.72454 Data Record #6 =========================================================================== Step = 28 Time = 1.29597152 Data = Rigid_Connector_Moment 1 0 0 0 2 2594.5 -882.836 365.33 3 2406.48 375.758 0 4 2416.35 375.802 -2.03268 5 0.676492 -3.90718 -4.82296 6 -22.0278 43.0058 6.08026 7 5.45939 -1.11673 12.6165 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0458057 ===== beginning time step 29 : 1.34178 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19973358 1 Nonlinear solution status: time= 1.34178 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.970720e+010 6.647828e+010 0.000000e+000 energy 1.555430e+004 5.807817e+003 1.555430e+003 displacement 2.034988e+005 2.034988e+005 2.034988e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20029932 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.34178 Retrying time step. Retry attempt 1 of max 5 AUTO STEPPER: retry step, dt = 0.0229028 ===== beginning time step 29 : 1.31887 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19973124 1 Nonlinear solution status: time= 1.31887 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.720246e+010 4.696809e+009 0.000000e+000 energy 3.852184e+003 4.281233e+002 3.852184e+002 displacement 4.598099e+004 4.598099e+004 4.598099e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19978488 2 Nonlinear solution status: time= 1.31887 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.720246e+010 1.374458e+007 0.000000e+000 energy 3.852184e+003 4.681472e+000 3.852184e+002 displacement 4.598099e+004 6.397052e+003 3.468798e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19952766 3 Nonlinear solution status: time= 1.31887 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 1.720246e+010 3.227404e+007 0.000000e+000 energy 3.852184e+003 3.672705e+000 3.852184e+002 displacement 4.598099e+004 2.546573e+003 3.462093e+000 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19949220 4 Nonlinear solution status: time= 1.31887 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.720246e+010 3.882947e+007 0.000000e+000 energy 3.852184e+003 2.015059e+000 3.852184e+002 displacement 4.598099e+004 5.638656e+003 4.466763e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19943892 5 Nonlinear solution status: time= 1.31887 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.720246e+010 1.206012e+007 0.000000e+000 energy 3.852184e+003 1.447270e+000 3.852184e+002 displacement 4.598099e+004 7.843403e+002 5.152065e+000 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19942308 6 Nonlinear solution status: time= 1.31887 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.720246e+010 5.065407e+006 0.000000e+000 energy 3.852184e+003 3.721460e-001 3.852184e+002 displacement 4.598099e+004 3.303471e+002 5.640363e+000 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19941462 7 Nonlinear solution status: time= 1.31887 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.720246e+010 2.041564e+006 0.000000e+000 energy 3.852184e+003 1.577023e-001 3.852184e+002 displacement 4.598099e+004 7.914089e+001 5.870098e+000 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19941048 8 Nonlinear solution status: time= 1.31887 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.720246e+010 7.403677e+005 0.000000e+000 energy 3.852184e+003 6.536519e-002 3.852184e+002 displacement 4.598099e+004 2.655178e+001 5.984055e+000 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19939860 9 Nonlinear solution status: time= 1.31887 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.720246e+010 3.004475e+005 0.000000e+000 energy 3.852184e+003 2.185947e-002 3.852184e+002 displacement 4.598099e+004 1.006348e+001 6.049722e+000 Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19939230 10 Nonlinear solution status: time= 1.31887 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 10 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.720246e+010 1.120032e+005 0.000000e+000 energy 3.852184e+003 9.291685e-003 3.852184e+002 displacement 4.598099e+004 3.855271e+000 6.088796e+000 ........................ augmentation # 1 max norm = 0.478933 (0.03) max norm = 0.906034 (0.03) max norm = 1.15589 (0.03) max norm = 1.42802 (0.03) max norm = 0.204714 (0.03) max norm = 0.680775 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.986081e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 9.431659e-004 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.385352e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 9.390965e-004 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.054933e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 9.390958e-004 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.677975e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.292398e-009 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.723476e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.621499e-009 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.605067e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 2.853763e-009 1.000000e-004 convergence summary number of iterations : 10 number of reformations : 0 ------- converged at time : 1.31887 Data Record #1 =========================================================================== Step = 29 Time = 1.31887437 Data = center_of_mass 1 -11.2408 44.7318 14.431 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.26638 -14.1799 7.9008 17 -3.33975 -9.92176 -16.8628 18 -6.68018 -14.2381 7.89383 19 -11.6096 43.7691 20.7783 20 -8.74428 -14.5287 7.85904 21 -9.69995 19.7125 65.8418 Data Record #2 =========================================================================== Step = 29 Time = 1.31887437 Data = rotation_quaternion 1 0.0759079 0.00998504 -0.0101758 0.997013 2 0 0 0 1 3 0 0 0 1 4 0.244611 0.0302153 -0.0133168 0.969059 17 -0.000927735 -0.000145639 -0.0158618 0.999874 18 -0.000556572 -0.00856495 -0.0158455 0.999838 19 0.0762079 0.0103289 -0.0147431 0.996929 20 0.0772527 0.00370749 -0.0151722 0.996889 21 0.168714 0.0356682 -0.00262002 0.985016 Data Record #3 =========================================================================== Step = 29 Time = 1.31887437 Data = Reaction_Forces 1 -0.000486116 0.00240684 -5.25116e-006 2 0.0123142 -0.0458377 -0.0470102 3 -0.0127947 0.0459165 0.0464112 4 0.123501 -0.0396442 0.0577367 17 0.00699683 0.00094157 0.000130879 18 -0.00636615 -0.0055935 0.00166598 19 -0.00267312 -0.000244928 0.000641714 20 0.00457188 -0.0150665 0.00542779 21 6.28757e-006 -8.75888e-006 1.45544e-005 Data Record #4 =========================================================================== Step = 29 Time = 1.31887437 Data = Reaction_Torques 1 -0.00405621 -0.00703941 -0.0105454 2 -0.952629 1.75852 -1.89109 3 0.622554 -1.95096 1.90632 4 25.9379 -190.699 136.741 17 -0.0263768 0.173348 -0.0106119 18 -24.7011 191.62 -137.614 19 -0.0507358 0.0301159 -0.146242 20 0.00809297 0.00183953 0.000263846 21 9.92094e-006 0.000176769 -0.000168588 Data Record #5 =========================================================================== Step = 29 Time = 1.31887437 Data = Rigid_Connector_Force 1 0 0 0 2 0.000618639 -0.00460976 0.00179678 3 -1.20406e-005 4.21681e-005 -8.15847e-008 4 0.00698479 0.000983738 0.000130798 5 0.00208171 -0.0155122 0.00604968 6 0.000182942 -0.00020078 -1.98233e-005 7 -0.00249018 -0.000445708 0.00062189 8 0.288858 -1.97803 1.77417 Data Record #6 =========================================================================== Step = 29 Time = 1.31887437 Data = Rigid_Connector_Moment 1 0 0 0 2 2765.08 584.335 -137.614 3 2789.78 392.715 0 4 2789.78 392.715 -6.34951e-005 5 0.000452517 -0.0034252 0.0017595 6 0.000550012 -0.00478329 -0.000693531 7 -0.0081846 -0.00146442 0.00204044 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0283223 ===== beginning time step 30 : 1.3472 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19938618 1 Nonlinear solution status: time= 1.3472 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.559051e+010 1.161689e+010 0.000000e+000 energy 5.967709e+003 8.190194e+002 5.967709e+002 displacement 9.516821e+004 9.516821e+004 9.516821e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19987056 2 Nonlinear solution status: time= 1.3472 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.559051e+010 2.908646e+007 0.000000e+000 energy 5.967709e+003 1.824750e+001 5.967709e+002 displacement 9.516821e+004 3.341144e+003 7.886390e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19959948 3 Nonlinear solution status: time= 1.3472 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 3.559051e+010 2.871364e+007 0.000000e+000 energy 5.967709e+003 3.899072e+000 5.967709e+002 displacement 9.516821e+004 7.295248e+002 7.006544e+000 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19954206 4 Nonlinear solution status: time= 1.3472 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.559051e+010 2.966444e+007 0.000000e+000 energy 5.967709e+003 1.282647e+000 5.967709e+002 displacement 9.516821e+004 1.158607e+003 6.112791e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19947510 5 Nonlinear solution status: time= 1.3472 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.559051e+010 5.257605e+006 0.000000e+000 energy 5.967709e+003 1.199885e+000 5.967709e+002 displacement 9.516821e+004 1.374731e+002 5.906052e+000 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19942326 6 Nonlinear solution status: time= 1.3472 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.559051e+010 1.563747e+006 0.000000e+000 energy 5.967709e+003 1.996125e-001 5.967709e+002 displacement 9.516821e+004 3.322921e+001 5.840004e+000 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19940526 7 Nonlinear solution status: time= 1.3472 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.559051e+010 4.335225e+005 0.000000e+000 energy 5.967709e+003 5.883785e-002 5.967709e+002 displacement 9.516821e+004 9.725854e+000 5.814673e+000 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19940040 8 Nonlinear solution status: time= 1.3472 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.559051e+010 1.354435e+005 0.000000e+000 energy 5.967709e+003 1.592170e-002 5.967709e+002 displacement 9.516821e+004 3.091828e+000 5.803280e+000 ........................ augmentation # 1 max norm = 0.522552 (0.03) max norm = 1.00469 (0.03) max norm = 1.29439 (0.03) max norm = 1.52531 (0.03) max norm = 0.215227 (0.03) max norm = 0.741742 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.570762e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.032625e-003 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.760669e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.028150e-003 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.969476e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.028150e-003 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.011267e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 3.083725e-009 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.109872e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.193136e-009 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.494992e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 2.067665e-010 1.000000e-004 convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 1.3472 Data Record #1 =========================================================================== Step = 30 Time = 1.34719665 Data = center_of_mass 1 -11.2163 44.2416 14.5778 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.10436 -14.5686 7.64553 17 -3.33966 -9.92246 -17.1249 18 -6.62773 -14.6418 7.63697 19 -11.6007 43.2209 20.9618 20 -8.797 -14.9449 7.60147 21 -9.72759 18.2671 65.4702 Data Record #2 =========================================================================== Step = 30 Time = 1.34719665 Data = rotation_quaternion 1 0.0801863 0.00935 -0.0142718 0.996634 2 0 0 0 1 3 0 0 0 1 4 0.265682 0.0336685 -0.0136049 0.963376 17 -0.00101579 -0.000158933 -0.0163709 0.999865 18 -0.000773772 -0.00835652 -0.0163536 0.999831 19 0.0802562 0.00943349 -0.0153245 0.996612 20 0.0810311 0.00450518 -0.0156632 0.996578 21 0.183218 0.0380768 -0.0061841 0.982315 Data Record #3 =========================================================================== Step = 30 Time = 1.34719665 Data = Reaction_Forces 1 -0.00286333 0.0145504 0.00258084 2 -0.0071347 -0.0248202 0.0649994 3 0.00664284 0.0249437 -0.0656233 4 0.127145 -0.0393458 0.0562 17 0.00691249 0.000929288 0.000166545 18 -0.00633305 -0.00521143 0.0014263 19 -0.00643296 0.00370641 -0.00295874 20 0.00386984 -0.0189722 0.0102167 21 9.50731e-005 -0.000159873 0.000264524 Data Record #4 =========================================================================== Step = 30 Time = 1.34719665 Data = Reaction_Torques 1 -0.109536 -0.0309997 0.0309521 2 -1.79895 -2.65664 -1.20801 3 0.689675 3.18194 0.912206 4 28.0789 -208.34 152.449 17 -0.0238702 0.171538 -0.010456 18 -26.7871 209.259 -153.304 19 0.187264 0.0482258 -0.0766277 20 0.00372316 -0.0264986 0.000350461 21 2.2987e-005 -0.000890711 3.95963e-005 Data Record #5 =========================================================================== Step = 30 Time = 1.34719665 Data = Rigid_Connector_Force 1 0 0 0 2 0.000567309 -0.00424654 0.00159277 3 -1.21366e-005 3.55944e-005 -7.59441e-008 4 0.00690035 0.000964883 0.000166469 5 0.00249581 -0.0186833 0.00701616 6 0.00505893 -0.00341749 -0.000241812 7 -0.00137402 0.00028892 -0.00320056 8 0.358453 -2.20432 1.84042 Data Record #6 =========================================================================== Step = 30 Time = 1.34719665 Data = Rigid_Connector_Moment 1 0 0 0 2 3027.98 636.104 -153.304 3 3054.77 426.845 0 4 3054.77 426.845 -5.72958e-006 5 0.00111272 -0.00839851 0.00371633 6 0.00276946 -0.0022593 -0.00019448 7 -2.28635e-005 -9.59226e-005 0.000612411 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0326578 ===== beginning time step 31 : 1.37985 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19939356 1 Nonlinear solution status: time= 1.37985 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.732076e+010 2.043887e+010 0.000000e+000 energy 7.936342e+003 1.426883e+003 7.936342e+002 displacement 9.404844e+004 9.404844e+004 9.404844e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19978812 2 Nonlinear solution status: time= 1.37985 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.732076e+010 9.240444e+007 0.000000e+000 energy 7.936342e+003 5.119375e+001 7.936342e+002 displacement 9.404844e+004 9.668491e+002 8.918843e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19953576 3 Nonlinear solution status: time= 1.37985 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 4.732076e+010 5.449814e+007 0.000000e+000 energy 7.936342e+003 7.025767e+000 7.936342e+002 displacement 9.404844e+004 4.849230e+002 8.342194e+000 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19948428 4 Nonlinear solution status: time= 1.37985 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.732076e+010 4.878310e+007 0.000000e+000 energy 7.936342e+003 2.735725e+000 7.936342e+002 displacement 9.404844e+004 9.036822e+002 7.676790e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19940562 5 Nonlinear solution status: time= 1.37985 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.732076e+010 1.087036e+007 0.000000e+000 energy 7.936342e+003 1.938513e+000 7.936342e+002 displacement 9.404844e+004 2.649836e+002 7.391534e+000 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19937268 6 Nonlinear solution status: time= 1.37985 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.732076e+010 4.914053e+006 0.000000e+000 energy 7.936342e+003 3.203957e-001 7.936342e+002 displacement 9.404844e+004 1.364180e+002 7.218786e+000 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19934694 7 Nonlinear solution status: time= 1.37985 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.732076e+010 1.967856e+006 0.000000e+000 energy 7.936342e+003 1.546517e-001 7.936342e+002 displacement 9.404844e+004 4.951647e+001 7.131911e+000 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19933722 8 Nonlinear solution status: time= 1.37985 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.732076e+010 8.593205e+005 0.000000e+000 energy 7.936342e+003 5.817211e-002 7.936342e+002 displacement 9.404844e+004 1.991587e+001 7.081001e+000 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19933002 9 Nonlinear solution status: time= 1.37985 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.732076e+010 3.486972e+005 0.000000e+000 energy 7.936342e+003 2.662424e-002 7.936342e+002 displacement 9.404844e+004 7.896445e+000 7.050973e+000 Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19932624 10 Nonlinear solution status: time= 1.37985 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 10 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.732076e+010 1.550839e+005 0.000000e+000 energy 7.936342e+003 1.042148e-002 7.936342e+002 displacement 9.404844e+004 3.212266e+000 7.033390e+000 ........................ augmentation # 1 max norm = 0.57381 (0.03) max norm = 1.12225 (0.03) max norm = 1.45899 (0.03) max norm = 1.62541 (0.03) max norm = 0.232756 (0.03) max norm = 0.81652 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.716675e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.121511e-003 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.445015e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.116645e-003 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.205878e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.116644e-003 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.892849e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 3.335448e-009 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.029633e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.156420e-009 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.231993e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 5.538590e-010 1.000000e-004 convergence summary number of iterations : 10 number of reformations : 0 ------- converged at time : 1.37985 Data Record #1 =========================================================================== Step = 31 Time = 1.37985447 Data = center_of_mass 1 -11.1596 43.7818 14.6415 2 0 0 0 3 -3.34 -9.92 -15.915 4 -5.91313 -14.9487 7.32316 17 -3.33953 -9.9234 -17.4513 18 -6.57676 -15.0407 7.31192 19 -11.5628 42.6239 21.3498 20 -8.82273 -15.3522 7.27391 21 -9.54343 16.6696 64.8846 Data Record #2 =========================================================================== Step = 31 Time = 1.37985447 Data = rotation_quaternion 1 0.0864611 0.00968417 -0.0158225 0.996082 2 0 0 0 1 3 0 0 0 1 4 0.289922 0.0370944 -0.0137016 0.956233 17 -0.00110331 -0.000172044 -0.0168858 0.999857 18 -0.0009096 -0.00866132 -0.0168664 0.99982 19 0.0864566 0.00967837 -0.0157547 0.996084 20 0.0871681 0.0051405 -0.016095 0.99605 21 0.199559 0.041209 -0.00692719 0.978994 Data Record #3 =========================================================================== Step = 31 Time = 1.37985447 Data = Reaction_Forces 1 -0.00229522 0.0129989 0.00240115 2 -0.0176563 -0.0151209 0.130301 3 0.017016 0.0152416 -0.131029 4 0.127711 -0.0396871 0.0568649 17 0.00714911 0.000947166 4.93063e-005 18 -0.00657657 -0.00526689 0.00185895 19 -0.0068752 0.00463731 -0.00249197 20 0.00362196 -0.017445 0.0105757 21 8.25892e-005 -0.000156615 0.000238847 Data Record #4 =========================================================================== Step = 31 Time = 1.37985447 Data = Reaction_Torques 1 -0.0998606 -0.0294555 0.0344255 2 -2.34326 -5.24981 -0.907602 3 0.7515 6.09633 0.463624 4 27.1906 -208.22 182.097 17 -0.0285079 0.176853 -0.0109569 18 -25.9513 209.106 -182.841 19 0.169268 0.0463874 -0.075775 20 0.0046892 -0.025127 0.000531125 21 3.05116e-005 -0.000975324 -3.38415e-005 Data Record #5 =========================================================================== Step = 31 Time = 1.37985447 Data = Rigid_Connector_Force 1 0 0 0 2 0.000560798 -0.00427685 0.00190816 3 -1.17348e-005 4.28731e-005 -9.84425e-008 4 0.00713737 0.000990039 4.92079e-005 5 0.00225011 -0.017161 0.00766314 6 0.00550334 -0.00435339 -0.000420619 7 -0.00137185 0.000283922 -0.00291259 8 0.40884 -2.46944 1.91143 Data Record #6 =========================================================================== Step = 31 Time = 1.37985447 Data = Rigid_Connector_Moment 1 0 0 0 2 3292.22 669.273 -182.841 3 3318.18 460.167 0 4 3318.17 460.167 -0.000117736 5 0.00116484 -0.00893169 0.00435833 6 0.00251739 -0.00237315 -0.000258302 7 -0.00118397 -0.000349967 0.00111202 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0361263 ===== beginning time step 32 : 1.41598 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19932030 1 Nonlinear solution status: time= 1.41598 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.790587e+010 2.981236e+010 0.000000e+000 energy 9.713985e+003 2.108511e+003 9.713985e+002 displacement 1.243896e+005 1.243896e+005 1.243896e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19981980 2 Nonlinear solution status: time= 1.41598 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.790587e+010 2.088660e+008 0.000000e+000 energy 9.713985e+003 9.500465e+001 9.713985e+002 displacement 1.243896e+005 1.955650e+003 1.139497e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19947240 3 Nonlinear solution status: time= 1.41598 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 5.790587e+010 1.503424e+008 0.000000e+000 energy 9.713985e+003 2.096352e+001 9.713985e+002 displacement 1.243896e+005 1.031158e+003 1.044528e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19940436 4 Nonlinear solution status: time= 1.41598 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.790587e+010 1.509185e+008 0.000000e+000 energy 9.713985e+003 8.220469e+000 9.713985e+002 displacement 1.243896e+005 2.176892e+003 9.368219e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19931094 5 Nonlinear solution status: time= 1.41598 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.790587e+010 4.702308e+007 0.000000e+000 energy 9.713985e+003 6.437677e+000 9.713985e+002 displacement 1.243896e+005 8.339491e+002 8.906833e+000 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19935000 6 Nonlinear solution status: time= 1.41598 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.790587e+010 2.288639e+007 0.000000e+000 energy 9.713985e+003 1.437931e+000 9.713985e+002 displacement 1.243896e+005 3.459268e+002 8.802402e+000 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19932696 7 Nonlinear solution status: time= 1.41598 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.790587e+010 8.427940e+006 0.000000e+000 energy 9.713985e+003 8.660047e-001 9.713985e+002 displacement 1.243896e+005 1.038598e+002 8.758594e+000 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19931454 8 Nonlinear solution status: time= 1.41598 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.790587e+010 2.840867e+006 0.000000e+000 energy 9.713985e+003 3.253808e-001 9.713985e+002 displacement 1.243896e+005 3.082194e+001 8.747050e+000 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19931238 9 Nonlinear solution status: time= 1.41598 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.790587e+010 8.864529e+005 0.000000e+000 energy 9.713985e+003 1.108095e-001 9.713985e+002 displacement 1.243896e+005 8.486565e+000 8.744788e+000 ........................ augmentation # 1 max norm = 0.628344 (0.03) max norm = 1.26443 (0.03) max norm = 1.63721 (0.03) max norm = 1.69574 (0.03) max norm = 0.251437 (0.03) max norm = 0.896328 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.566558e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.186200e-003 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.808490e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.161776e-003 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.387316e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.161770e-003 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.956869e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 6.371974e-009 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.179625e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 3.505446e-009 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.341427e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 3.580674e-009 1.000000e-004 convergence summary number of iterations : 9 number of reformations : 0 ------- converged at time : 1.41598 Data Record #1 =========================================================================== Step = 32 Time = 1.41598073 Data = center_of_mass 1 -11.1283 43.2643 14.7069 2 0 0 0 3 -3.34 -9.92 -15.915 4 -5.78049 -15.2846 6.89038 17 -3.3394 -9.92452 -17.877 18 -6.55791 -15.3877 6.87435 19 -11.5567 41.9572 21.7042 20 -9.14244 -15.7304 6.82108 21 -9.47497 14.92 64.2051 Data Record #2 =========================================================================== Step = 32 Time = 1.41598073 Data = rotation_quaternion 1 0.0934774 0.00955202 -0.0182653 0.995408 2 0 0 0 1 3 0 0 0 1 4 0.316904 0.0386546 -0.0155689 0.947542 17 -0.00114843 -0.000175627 -0.0198209 0.999803 18 -0.000741192 -0.0105228 -0.0197959 0.999748 19 0.0934847 0.00956218 -0.0183752 0.995405 20 0.094321 0.00413129 -0.0188206 0.995355 21 0.21732 0.0438391 -0.00833327 0.97508 Data Record #3 =========================================================================== Step = 32 Time = 1.41598073 Data = Reaction_Forces 1 -0.0145393 0.055905 0.0116592 2 -0.0231283 -0.0128084 0.165277 3 0.0223957 0.0129707 -0.165715 4 0.660917 -0.247688 0.336014 17 0.013748 0.00172436 -0.000393894 18 -0.0144322 0.00384663 -0.00284813 19 -0.0108068 0.00255526 -0.013389 20 0.00887915 -0.0534307 0.0423323 21 0.00050273 -0.00111129 0.00174195 Data Record #4 =========================================================================== Step = 32 Time = 1.41598073 Data = Reaction_Torques 1 -0.462526 -0.105014 0.0276607 2 -2.7163 -6.64436 -0.86886 3 0.782193 7.56175 -0.0535203 4 54.3864 -438.53 494.161 17 -0.0645579 0.340107 -0.0213778 18 -48.7859 443.172 -498.205 19 0.762588 0.147757 -0.131763 20 0.0204891 -0.0866722 -0.00709009 21 -0.000276757 -0.00191945 -0.000767561 Data Record #5 =========================================================================== Step = 32 Time = 1.41598073 Data = Rigid_Connector_Force 1 0 0 0 2 -0.000684918 0.00566907 -0.00324225 3 -7.04958e-007 9.80821e-005 -2.26133e-007 4 0.0137473 0.00182244 -0.00039412 5 0.00622098 -0.0514727 0.0293306 6 0.00814859 -0.000597288 0.000387303 7 -0.00265817 0.00195797 -0.0130017 8 0.44811 -2.76288 1.96272 Data Record #6 =========================================================================== Step = 32 Time = 1.41598073 Data = Rigid_Connector_Moment 1 0 0 0 2 3406.24 901.661 -498.206 3 3455.04 458.488 0 4 3455.02 458.487 -0.000486565 5 0.00170304 -0.0147201 0.0120763 6 0.0101424 -0.00277769 0.000102066 7 -0.00867487 -0.00223984 0.00592628 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.038901 ===== beginning time step 33 : 1.45488 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19931850 1 Nonlinear solution status: time= 1.45488 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.714520e+010 3.845512e+010 0.000000e+000 energy 1.126865e+004 2.790557e+003 1.126865e+003 displacement 1.503021e+005 1.503021e+005 1.503021e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20004282 2 Nonlinear solution status: time= 1.45488 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.714520e+010 3.654333e+008 0.000000e+000 energy 1.126865e+004 1.517057e+002 1.126865e+003 displacement 1.503021e+005 2.349813e+003 1.368393e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19966572 3 Nonlinear solution status: time= 1.45488 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 6.714520e+010 1.884832e+008 0.000000e+000 energy 1.126865e+004 2.103596e+001 1.126865e+003 displacement 1.503021e+005 5.181213e+002 1.306273e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19958760 4 Nonlinear solution status: time= 1.45488 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.714520e+010 1.166555e+008 0.000000e+000 energy 1.126865e+004 4.667540e+000 1.126865e+003 displacement 1.503021e+005 7.112300e+002 1.234612e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19948968 5 Nonlinear solution status: time= 1.45488 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.714520e+010 1.912509e+007 0.000000e+000 energy 1.126865e+004 4.836285e+000 1.126865e+003 displacement 1.503021e+005 1.316550e+002 1.216401e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19948554 6 Nonlinear solution status: time= 1.45488 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.714520e+010 5.917979e+006 0.000000e+000 energy 1.126865e+004 7.672721e-001 1.126865e+003 displacement 1.503021e+005 4.258243e+001 1.211593e+001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19947942 7 Nonlinear solution status: time= 1.45488 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.714520e+010 1.519304e+006 0.000000e+000 energy 1.126865e+004 2.394404e-001 1.126865e+003 displacement 1.503021e+005 9.836022e+000 1.209973e+001 ........................ augmentation # 1 max norm = 0.686773 (0.03) max norm = 1.41262 (0.03) max norm = 1.86153 (0.03) max norm = 1.82483 (0.03) max norm = 0.2768 (0.03) max norm = 0.986819 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.079291e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.284329e-003 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.830935e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.246368e-003 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.560124e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.246372e-003 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.277916e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 9.269081e-009 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.037976e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 8.038253e-009 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.698953e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 6.633744e-009 1.000000e-004 convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 1.45488 Data Record #1 =========================================================================== Step = 33 Time = 1.45488173 Data = center_of_mass 1 -11.0941 42.4714 14.8193 2 0 0 0 3 -3.34 -9.92 -15.915 4 -5.87848 -15.9337 6.50471 17 -3.33924 -9.92579 -18.2569 18 -6.48431 -16.013 6.49092 19 -11.5653 40.9143 22.3669 20 -9.24163 -16.3738 6.42814 21 -9.42916 12.7157 63.4226 Data Record #2 =========================================================================== Step = 33 Time = 1.45488173 Data = rotation_quaternion 1 0.102997 0.00950791 -0.020736 0.99442 2 0 0 0 1 3 0 0 0 1 4 0.34541 0.041803 -0.015501 0.937392 17 -0.0012322 -0.000187377 -0.0206624 0.999786 18 -0.000751648 -0.0116369 -0.0206326 0.999719 19 0.102881 0.00933031 -0.0189935 0.994469 20 0.103637 0.00439973 -0.0194444 0.994415 21 0.236552 0.0461579 -0.00970311 0.970473 Data Record #3 =========================================================================== Step = 33 Time = 1.45488173 Data = Reaction_Forces 1 -0.011538 0.0500606 0.0115813 2 -0.0254686 -0.0157447 0.180144 3 0.0243386 0.0161216 -0.180401 4 0.965661 -0.39806 0.437806 17 0.0154174 0.00184371 0.00113415 18 -0.0166236 0.00784382 -0.00533281 19 -0.0158586 0.00381098 -0.0162148 20 0.0147643 -0.0781236 0.0479859 21 0.000451174 -0.00109294 0.00163061 Data Record #4 =========================================================================== Step = 33 Time = 1.45488173 Data = Reaction_Torques 1 -0.405816 -0.107427 0.0598773 2 -3.00022 -7.22243 -1.02924 3 0.813575 8.63062 -0.292924 4 78.1772 -627.48 594.006 17 -0.0359437 0.387514 -0.0231364 18 -69.8423 633.999 -599.82 19 0.913165 0.223408 -0.290493 20 0.0306296 -0.107843 -0.0121158 21 -0.000274505 -0.00156995 -0.000934445 Data Record #5 =========================================================================== Step = 33 Time = 1.45488173 Data = Rigid_Connector_Force 1 0 0 0 2 -0.00119615 0.00987034 -0.00419911 3 1.00253e-005 0.000182818 -4.48617e-007 4 0.0154275 0.00202653 0.0011337 5 0.00918101 -0.0757399 0.032118 6 0.0102753 -0.00142726 0.000346932 7 -0.00558333 0.00238372 -0.0158678 8 0.478547 -3.07357 2.00331 Data Record #6 =========================================================================== Step = 33 Time = 1.45488173 Data = Rigid_Connector_Moment 1 0 0 0 2 3637.6 1119.63 -599.819 3 3707.43 485.629 0 4 3707.45 485.634 0.00036981 5 0.00249293 -0.0219799 0.0168497 6 0.022633 -0.0083174 -0.000303188 7 -0.0159232 -0.00435485 0.0111152 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0411208 ===== beginning time step 34 : 1.496 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19948428 1 Nonlinear solution status: time= 1.496 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.502850e+010 4.730642e+010 0.000000e+000 energy 1.259865e+004 3.459268e+003 1.259865e+003 displacement 1.567354e+005 1.567354e+005 1.567354e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20067750 2 Nonlinear solution status: time= 1.496 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.502850e+010 5.775324e+008 0.000000e+000 energy 1.259865e+004 2.189143e+002 1.259865e+003 displacement 1.567354e+005 1.579959e+003 1.502790e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20011518 3 Nonlinear solution status: time= 1.496 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 7.502850e+010 2.371418e+008 0.000000e+000 energy 1.259865e+004 1.863794e+001 1.259865e+003 displacement 1.567354e+005 4.457989e+002 1.446573e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20001258 4 Nonlinear solution status: time= 1.496 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.502850e+010 9.825009e+007 0.000000e+000 energy 1.259865e+004 3.488685e+000 1.259865e+003 displacement 1.567354e+005 5.400355e+002 1.382400e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19988406 5 Nonlinear solution status: time= 1.496 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 5 step from line search = 0.137575 convergence norms : INITIAL CURRENT REQUIRED residual 7.502850e+010 8.118390e+007 0.000000e+000 energy 1.259865e+004 1.483306e+000 1.259865e+003 displacement 1.567354e+005 1.363936e+000 1.379771e+001 ........................ augmentation # 1 max norm = 0.749813 (0.03) max norm = 1.5617 (0.03) max norm = 2.13415 (0.03) max norm = 1.99232 (0.03) max norm = 0.309038 (0.03) max norm = 1.08753 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.477882e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 2.611570e-003 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.889208e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.388865e-003 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.397639e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 1.387696e-003 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.533747e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 1.616958e-007 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.989455e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.048877e-007 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.717891e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 9.443713e-007 1.000000e-004 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 1.496 Data Record #1 =========================================================================== Step = 34 Time = 1.49600254 Data = center_of_mass 1 -10.9604 41.5918 14.9313 2 0 0 0 3 -3.34 -9.92 -15.915 4 -5.93026 -16.6314 6.12183 17 -3.33898 -9.92749 -18.6354 18 -6.36671 -16.6899 6.11147 19 -11.4621 39.7094 23.1598 20 -8.9846 -17.0411 6.04967 21 -9.13537 10.3612 62.5336 Data Record #2 =========================================================================== Step = 34 Time = 1.49600254 Data = rotation_quaternion 1 0.11375 0.0107648 -0.0223204 0.9932 2 0 0 0 1 3 0 0 0 1 4 0.37493 0.046609 -0.0133125 0.925785 17 -0.0013726 -0.000211952 -0.018401 0.99983 18 -0.000842809 -0.0127374 -0.018365 0.99975 19 0.113419 0.0101927 -0.0172467 0.993345 20 0.11411 0.00574411 -0.0177019 0.993294 21 0.256308 0.0495142 -0.0102598 0.965272 Data Record #3 =========================================================================== Step = 34 Time = 1.49600254 Data = Reaction_Forces 1 -0.203974 0.553716 0.106202 2 -0.025315 -0.0215595 0.181494 3 0.000224679 0.0199081 -0.140751 4 42.8908 -10.4402 22.2918 17 0.4959 0.0592302 -0.20238 18 -0.589464 0.695001 -0.159131 19 -0.571628 -0.0754003 -0.167499 20 0.926403 -2.21361 1.26394 21 0.00578714 -0.0188246 0.0286354 Data Record #4 =========================================================================== Step = 34 Time = 1.49600254 Data = Reaction_Torques 1 -1.77213 -0.117694 -0.951575 2 -3.1848 -7.27287 -1.28658 3 -3.78967 12.0663 -3.20869 4 782.034 -4050.3 4582.69 17 -5.40039 11.6516 -0.64298 18 -487.98 4388.14 -4865 19 5.54858 12.0795 -37.2609 20 2.84359 -0.0384308 -0.194927 21 -0.00404838 -0.0243957 0.00379978 Data Record #5 =========================================================================== Step = 34 Time = 1.49600254 Data = Rigid_Connector_Force 1 0 0 0 2 -0.0934721 0.76112 -0.36153 3 9.1909e-005 0.00688857 -1.89267e-005 4 0.495992 0.0661187 -0.202399 5 0.277948 -2.26709 1.09677 6 -0.076828 0.0219202 0.000329436 7 -0.648456 -0.0534801 -0.16717 8 0.504115 -3.39663 2.02389 Data Record #6 =========================================================================== Step = 34 Time = 1.49600254 Data = Rigid_Connector_Moment 1 0 0 0 2 3637.24 4948.33 -4864.89 3 4128.79 559.975 0 4 4125.34 559.367 0.116469 5 -0.0576952 0.37764 0.298946 6 0.309781 0.0466359 0.0295602 7 -2.78016 -0.453748 0.302271 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0428966 ===== beginning time step 35 : 1.5389 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19987416 1 Nonlinear solution status: time= 1.5389 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.186912e+010 5.536453e+010 0.000000e+000 energy 1.376230e+004 4.012616e+003 1.376230e+003 displacement 1.680801e+005 1.680801e+005 1.680801e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20099844 2 Nonlinear solution status: time= 1.5389 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.186912e+010 8.523362e+008 0.000000e+000 energy 1.376230e+004 2.830397e+002 1.376230e+003 displacement 1.680801e+005 1.850613e+003 1.600812e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20052000 3 Nonlinear solution status: time= 1.5389 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 8.186912e+010 3.658997e+008 0.000000e+000 energy 1.376230e+004 2.947853e+001 1.376230e+003 displacement 1.680801e+005 8.400856e+002 1.511396e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20041074 4 Nonlinear solution status: time= 1.5389 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.186912e+010 1.219802e+008 0.000000e+000 energy 1.376230e+004 2.413687e+000 1.376230e+003 displacement 1.680801e+005 1.035114e+003 1.418082e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20025216 5 Nonlinear solution status: time= 1.5389 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.186912e+010 1.449354e+007 0.000000e+000 energy 1.376230e+004 4.598794e+000 1.376230e+003 displacement 1.680801e+005 7.868198e+001 1.393362e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20017638 6 Nonlinear solution status: time= 1.5389 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.186912e+010 4.225812e+006 0.000000e+000 energy 1.376230e+004 5.997550e-001 1.376230e+003 displacement 1.680801e+005 2.010460e+001 1.386205e+001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20017080 7 Nonlinear solution status: time= 1.5389 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.186912e+010 9.960609e+005 0.000000e+000 energy 1.376230e+004 1.648463e-001 1.376230e+003 displacement 1.680801e+005 4.971981e+000 1.383865e+001 ........................ augmentation # 1 max norm = 0.813708 (0.03) max norm = 1.72446 (0.03) max norm = 2.43932 (0.03) max norm = 2.13293 (0.03) max norm = 0.340328 (0.03) max norm = 1.18993 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.744685e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.503464e-003 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.644238e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.480713e-003 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.833223e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.480724e-003 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.226973e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 5.566418e-009 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.057531e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 4.041231e-009 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.384053e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.693374e-009 1.000000e-004 convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 1.5389 Data Record #1 =========================================================================== Step = 35 Time = 1.53889918 Data = center_of_mass 1 -10.925 40.7565 14.964 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.08675 -17.273 5.69201 17 -3.33877 -9.92921 -19.0541 18 -6.29618 -17.301 5.68608 19 -11.4696 38.4876 23.9503 20 -8.98812 -17.6609 5.6099 21 -8.93239 8.05292 61.4919 Data Record #2 =========================================================================== Step = 35 Time = 1.53889918 Data = rotation_quaternion 1 0.124849 0.011328 -0.0219417 0.991868 2 0 0 0 1 3 0 0 0 1 4 0.405681 0.0492979 -0.0119112 0.912606 17 -0.00146358 -0.000224584 -0.0193129 0.999812 18 -0.00078645 -0.014398 -0.0192692 0.99971 19 0.124516 0.0106894 -0.0167964 0.992018 20 0.125375 0.00516203 -0.0174246 0.991943 21 0.276351 0.0520585 -0.00846453 0.959608 Data Record #3 =========================================================================== Step = 35 Time = 1.53889918 Data = Reaction_Forces 1 -0.00594844 0.0303711 0.0084572 2 -0.0209377 -0.0350537 0.154078 3 0.020432 0.0354207 -0.153931 4 0.429625 -0.202228 0.165145 17 0.00845213 0.00098021 0.00228137 18 -0.00866574 0.000520742 -0.00275722 19 -0.0130522 0.00330156 -0.00758638 20 0.0103695 -0.0415015 0.0191005 21 0.000254616 -0.000666981 0.000848644 Data Record #4 =========================================================================== Step = 35 Time = 1.53889918 Data = Reaction_Torques 1 -0.233745 -0.0616926 0.0478133 2 -3.29802 -6.17664 -1.83997 3 1.10635 7.66264 0.636611 4 63.4462 -536.12 451.905 17 0.00857743 0.217179 -0.0118584 18 -59.6373 539.653 -453.443 19 0.442045 0.166558 -0.286821 20 0.0111355 -0.056787 -0.00722278 21 -0.000147238 -0.00102216 -0.000812111 Data Record #5 =========================================================================== Step = 35 Time = 1.53889918 Data = Rigid_Connector_Force 1 0 0 0 2 -0.000209188 0.00166531 -0.000476331 3 4.42854e-006 0.000164363 -4.80749e-007 4 0.00845656 0.00114457 0.00228089 5 0.00507503 -0.040376 0.0114349 6 0.00775774 -0.00217599 -7.92446e-005 7 -0.0052945 0.00112557 -0.00766562 8 0.502623 -3.74153 2.02029 Data Record #6 =========================================================================== Step = 35 Time = 1.53889918 Data = Rigid_Connector_Moment 1 0 0 0 2 4343.34 1128.48 -453.442 3 4402.94 588.828 0 4 4402.97 588.835 0.00113245 5 0.00182034 -0.0150819 0.00693448 6 0.0108286 -0.00540592 -0.000708619 7 -0.00326107 -0.00134992 0.00365387 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0443173 ===== beginning time step 36 : 1.58322 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20017278 1 Nonlinear solution status: time= 1.58322 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.714323e+010 6.284597e+010 0.000000e+000 energy 1.465358e+004 4.580593e+003 1.465358e+003 displacement 1.782801e+005 1.782801e+005 1.782801e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20118510 2 Nonlinear solution status: time= 1.58322 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.714323e+010 1.140080e+009 0.000000e+000 energy 1.465358e+004 3.568673e+002 1.465358e+003 displacement 1.782801e+005 1.967800e+003 1.819746e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20067210 3 Nonlinear solution status: time= 1.58322 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 0.011294 convergence norms : INITIAL CURRENT REQUIRED residual 8.714323e+010 1.116631e+009 0.000000e+000 energy 1.465358e+004 4.122380e-001 1.465358e+003 displacement 1.782801e+005 4.395715e-001 1.818239e+001 ........................ augmentation # 1 max norm = 0.88444 (0.03) max norm = 1.87933 (0.03) max norm = 2.80987 (0.03) max norm = 2.29932 (0.03) max norm = 0.371158 (0.03) max norm = 1.31329 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.561576e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 2.409513e-003 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.957622e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 1.584882e-003 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.927901e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 1.590106e-003 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.940244e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 2.052289e-006 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.002200e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 3.662563e-006 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.169463e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 2.866497e-006 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 1.58322 Data Record #1 =========================================================================== Step = 36 Time = 1.5832165 Data = center_of_mass 1 -10.6975 39.5404 15.1685 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.13552 -17.962 5.28517 17 -3.33841 -9.93113 -19.4546 18 -6.14245 -17.963 5.2849 19 -11.1885 36.949 24.6092 20 -8.33922 -18.2739 5.21434 21 -7.93434 5.54521 60.6494 Data Record #2 =========================================================================== Step = 36 Time = 1.5832165 Data = rotation_quaternion 1 0.134616 0.0150006 -0.015149 0.990668 2 0 0 0 1 3 0 0 0 1 4 0.436681 0.0542997 -0.00695483 0.897949 17 -0.00156538 -0.000247864 -0.0150897 0.999885 18 -0.000782225 -0.015412 -0.015037 0.999768 19 0.134427 0.0145878 -0.0120945 0.990742 20 0.135883 0.0054821 -0.0132257 0.990621 21 0.294982 0.0581445 -0.00161027 0.953731 Data Record #3 =========================================================================== Step = 36 Time = 1.5832165 Data = Reaction_Forces 1 -1.64814 9.65782 1.56142 2 -0.00798999 -0.0621699 0.0861733 3 -0.454468 0.607277 -0.0515855 4 -207.581 2487.18 -482.784 17 -2.99369 -0.596366 3.84653 18 3.1003 0.196349 -4.35727 19 -5.93822 4.45143 6.52571 20 3.51382 0.214432 -7.4064 21 -0.0893175 0.0754989 -0.406529 Data Record #4 =========================================================================== Step = 36 Time = 1.5832165 Data = Reaction_Torques 1 -33.0361 12.1301 -8.65672 2 -3.32594 -3.54726 -2.89683 3 -345.497 -150.458 -37.4631 4 -30775.9 -5319.73 10284.1 17 31.8675 -75.3236 -4.07202 18 685.216 -4428.73 -2950.46 19 -322.022 17.5317 -206.409 20 -6.50358 27.5336 9.592 21 -0.847139 1.48947 0.684453 Data Record #5 =========================================================================== Step = 36 Time = 1.5832165 Data = Rigid_Connector_Force 1 0 0 0 2 0.0466111 -0.213677 -0.511352 3 -0.0599996 0.18634 -0.000611621 4 -3.05369 -0.410026 3.84591 5 0.303325 -1.58785 -2.45597 6 2.72772 -6.25371 -1.57528 7 -3.2105 -1.80228 4.95043 8 0.456115 -4.07906 1.96089 Data Record #6 =========================================================================== Step = 36 Time = 1.5832165 Data = Rigid_Connector_Moment 1 0 0 0 2 5410.1 -3771.75 -2959.14 3 4706.83 672.643 0 4 4722.71 672.223 -8.77816 5 0.0429524 1.06896 -6.06321 6 9.92837 4.38191 1.71917 7 2.2085 2.44994 -7.94176 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0454539 ===== beginning time step 37 : 1.62867 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20067138 1 Nonlinear solution status: time= 1.62867 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.957475e+010 6.901742e+010 0.000000e+000 energy 1.535458e+004 5.522583e+003 1.535458e+003 displacement 2.126979e+005 2.126979e+005 2.126979e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20143638 2 Nonlinear solution status: time= 1.62867 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.957475e+010 1.588279e+009 0.000000e+000 energy 1.535458e+004 4.396044e+002 1.535458e+003 displacement 2.126979e+005 5.198247e+003 1.979197e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085300 3 Nonlinear solution status: time= 1.62867 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 0.013807 convergence norms : INITIAL CURRENT REQUIRED residual 7.957475e+010 1.553762e+009 0.000000e+000 energy 1.535458e+004 9.980515e-001 1.535458e+003 displacement 2.126979e+005 1.012307e+000 1.977684e+001 ........................ augmentation # 1 max norm = 0.950835 (0.03) max norm = 2.0481 (0.03) max norm = 3.21868 (0.03) max norm = 2.42311 (0.03) max norm = 0.408528 (0.03) max norm = 1.42238 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.151589e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 2.644976e-003 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.460250e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.684885e-003 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.905520e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 1.682250e-003 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.269913e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 4.481701e-006 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.849371e-003 1.000000e-002 moment: 1.000000e+000 *** angle : 6.568329e-006 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.878567e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 2.460866e-006 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 1.62867 Data Record #1 =========================================================================== Step = 37 Time = 1.62867035 Data = center_of_mass 1 -10.5484 38.2309 15.2972 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.2732 -18.5671 4.83755 17 -3.33807 -9.93318 -19.8664 18 -6.02503 -18.5311 4.84739 19 -11.0113 35.1737 25.4192 20 -7.98754 -18.816 4.76942 21 -7.19045 2.85267 59.6129 Data Record #2 =========================================================================== Step = 37 Time = 1.62867035 Data = rotation_quaternion 1 0.146975 0.0176436 -0.00985316 0.988934 2 0 0 0 1 3 0 0 0 1 4 0.468288 0.0570048 -0.00284828 0.88173 17 -0.00166373 -0.000266151 -0.0128979 0.999915 18 -0.000275884 -0.0195809 -0.012827 0.999726 19 0.14691 0.017489 -0.0088285 0.988956 20 0.149097 0.00407044 -0.0106764 0.988757 21 0.313443 0.0621931 0.00532136 0.947553 Data Record #3 =========================================================================== Step = 37 Time = 1.62867035 Data = Reaction_Forces 1 -5.00503 0.475444 -4.69073 2 0.00623725 -0.082198 0.0113415 3 -0.435659 0.5722 0.210361 4 -177.955 2866.2 -339.532 17 3.48647 0.478639 3.36581 18 -3.51462 -0.617158 -3.41445 19 0.858819 25.8354 13.7845 20 -1.14476 0.774301 -6.18855 21 -0.00469754 0.110281 -0.383984 Data Record #4 =========================================================================== Step = 37 Time = 1.62867035 Data = Reaction_Torques 1 4.06388 65.7611 -158.386 2 -3.01211 -0.642824 -3.61646 3 -635.205 -211.969 -82.5496 4 -34317.1 -11719.4 13959.6 17 -16.1751 87.292 -15.9352 18 492.865 -1998.78 -5576.4 19 -357.632 -84.5011 46.8402 20 -5.06038 35.0452 4.17006 21 -0.751896 1.16525 0.601605 Data Record #5 =========================================================================== Step = 37 Time = 1.62867035 Data = Rigid_Connector_Force 1 0 0 0 2 0.0130111 -0.0762973 -0.0488322 3 0.0411578 0.0622216 -0.000187311 4 3.52763 0.540861 3.36562 5 0.121904 -0.667119 -0.631984 6 0.407842 -27.2768 -8.22796 7 1.26666 -1.44142 5.55657 8 0.39935 -4.39916 1.87663 Data Record #6 =========================================================================== Step = 37 Time = 1.62867035 Data = Rigid_Connector_Moment 1 0 0 0 2 5487.91 -1278.19 -5586.78 3 5001.08 734.011 0 4 4993.21 733.068 -10.4663 5 -0.331142 5.62192 -12.2088 6 17.2223 8.91855 3.4839 7 -0.208133 2.05903 -7.0866 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0463631 ===== beginning time step 38 : 1.67503 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20084922 1 Nonlinear solution status: time= 1.67503 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.161165e+010 7.346559e+010 0.000000e+000 energy 1.599424e+004 5.898874e+003 1.599424e+003 displacement 2.419157e+005 2.419157e+005 2.419157e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20166516 2 Nonlinear solution status: time= 1.67503 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.161165e+010 1.886339e+009 0.000000e+000 energy 1.599424e+004 5.026009e+002 1.599424e+003 displacement 2.419157e+005 8.058220e+003 2.119453e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20103966 3 Nonlinear solution status: time= 1.67503 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.161165e+010 4.130227e+008 0.000000e+000 energy 1.599424e+004 5.531259e+001 1.599424e+003 displacement 2.419157e+005 6.117493e+003 1.997668e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20094174 4 Nonlinear solution status: time= 1.67503 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.161165e+010 1.697524e+006 0.000000e+000 energy 1.599424e+004 8.092484e-001 1.599424e+003 displacement 2.419157e+005 1.317097e+003 1.988232e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20086758 5 Nonlinear solution status: time= 1.67503 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.161165e+010 4.478780e+005 0.000000e+000 energy 1.599424e+004 3.013803e-001 1.599424e+003 displacement 2.419157e+005 7.015106e+002 2.020679e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20084706 6 Nonlinear solution status: time= 1.67503 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.161165e+010 5.565289e+004 0.000000e+000 energy 1.599424e+004 2.528758e-002 1.599424e+003 displacement 2.419157e+005 1.524033e+002 2.039770e+001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20084166 7 Nonlinear solution status: time= 1.67503 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.161165e+010 1.715279e+004 0.000000e+000 energy 1.599424e+004 3.973202e-003 1.599424e+003 displacement 2.419157e+005 3.385777e+001 2.050455e+001 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20084040 8 Nonlinear solution status: time= 1.67503 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.161165e+010 6.983702e+003 0.000000e+000 energy 1.599424e+004 5.688003e-005 1.599424e+003 displacement 2.419157e+005 5.746974e+000 2.054775e+001 ........................ augmentation # 1 max norm = 1.01479 (0.03) max norm = 2.36099 (0.03) max norm = 3.64483 (0.03) max norm = 2.59264 (0.03) max norm = 0.477983 (0.03) max norm = 1.5271 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.646837e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 1.969312e-003 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.214320e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 1.969338e-003 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.984408e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.969338e-003 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.031538e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 9.775014e-010 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.079288e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 7.718697e-009 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.105693e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 4.845808e-009 1.000000e-004 convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 1.67503 Data Record #1 =========================================================================== Step = 38 Time = 1.67503343 Data = center_of_mass 1 -10.338 37.2548 15.043 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.50225 -19.0244 4.33885 17 -3.33757 -9.93717 -20.3173 18 -6.00744 -18.9544 4.3641 19 -10.815 33.1124 26.9513 20 -7.92931 -19.2265 4.266 21 -6.66028 0.0443572 57.7958 Data Record #2 =========================================================================== Step = 38 Time = 1.67503343 Data = rotation_quaternion 1 0.167167 0.0205019 -0.00743532 0.985687 2 0 0 0 1 3 0 0 0 1 4 0.500012 0.0566101 -0.000663701 0.864166 17 -0.00194544 -0.000305904 -0.0156099 0.999876 18 3.03907e-005 -0.0255415 -0.0155055 0.999554 19 0.167195 0.0205895 -0.0079545 0.985677 20 0.170292 0.00161226 -0.0109795 0.985331 21 0.333905 0.0630583 0.0100783 0.940441 Data Record #3 =========================================================================== Step = 38 Time = 1.67503343 Data = Reaction_Forces 1 -0.0057304 0.0268219 0.0066616 2 0.0309393 -0.116767 -0.119225 3 -0.03086 0.116787 0.119291 4 0.00577847 -0.00197447 0.000149678 17 -2.94617e-005 -2.80453e-006 2.62293e-005 18 2.96253e-005 4.64092e-006 -2.61369e-005 19 -0.0292212 0.0416093 0.0149997 20 0.00600088 0.000587101 -0.0013995 21 0.000200343 -0.000341171 0.000278185 Data Record #4 =========================================================================== Step = 38 Time = 1.67503343 Data = Reaction_Torques 1 -0.256428 -0.00816913 -0.0359543 2 -2.45895 4.42147 -4.84344 3 1.87052 -5.54829 5.66238 4 -7.90819 58.1271 -7.74181 17 0.000267603 -0.000727276 -6.8253e-006 18 7.81655 -57.9869 7.65973 19 -0.0783308 0.112738 -0.354797 20 -0.00197874 -6.17224e-005 0.0152157 21 -3.52692e-005 0.00179292 -0.000693289 Data Record #5 =========================================================================== Step = 38 Time = 1.67503343 Data = Rigid_Connector_Force 1 0 0 0 2 -9.70331e-008 6.50379e-007 9.69323e-008 3 -2.6062e-007 -1.18601e-006 4.46946e-009 4 -2.97223e-005 -3.99054e-006 2.62338e-005 5 0.000118035 -0.000694732 -0.00038532 6 0.0233383 -0.0428911 -0.0139855 7 -0.00588284 -0.00128183 0.00101418 8 0.316149 -4.69206 1.82548 Data Record #6 =========================================================================== Step = 38 Time = 1.67503343 Data = Rigid_Connector_Moment 1 0 0 0 2 5857.73 768.506 7.65967 3 5849.92 826.493 0 4 5849.92 826.493 -5.32034e-005 5 0.000436448 -0.00272229 -0.000999129 6 -0.00615325 0.0211596 0.0071142 7 0.00122008 0.00485486 -0.0136484 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0470905 ===== beginning time step 39 : 1.72212 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20083842 1 Nonlinear solution status: time= 1.72212 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.838699e+010 7.854441e+010 0.000000e+000 energy 1.659136e+004 5.637293e+003 1.659136e+003 displacement 2.620269e+005 2.620269e+005 2.620269e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20158902 2 Nonlinear solution status: time= 1.72212 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.838699e+010 1.937079e+009 0.000000e+000 energy 1.659136e+004 5.273010e+002 1.659136e+003 displacement 2.620269e+005 1.191484e+004 2.331532e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20108052 3 Nonlinear solution status: time= 1.72212 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.838699e+010 2.841844e+007 0.000000e+000 energy 1.659136e+004 3.474829e+000 1.659136e+003 displacement 2.620269e+005 2.439320e+003 2.175280e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20099124 4 Nonlinear solution status: time= 1.72212 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.838699e+010 1.616897e+006 0.000000e+000 energy 1.659136e+004 4.445509e-001 1.659136e+003 displacement 2.620269e+005 1.600642e+003 2.150814e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20094768 5 Nonlinear solution status: time= 1.72212 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.838699e+010 2.194378e+005 0.000000e+000 energy 1.659136e+004 7.303282e-003 1.659136e+003 displacement 2.620269e+005 2.481987e+002 2.135572e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20093310 6 Nonlinear solution status: time= 1.72212 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.838699e+010 2.883687e+004 0.000000e+000 energy 1.659136e+004 1.188313e-002 1.659136e+003 displacement 2.620269e+005 8.108808e+001 2.135313e+001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20093346 7 Nonlinear solution status: time= 1.72212 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.838699e+010 1.228298e+004 0.000000e+000 energy 1.659136e+004 2.117832e-003 1.659136e+003 displacement 2.620269e+005 1.770689e+001 2.136184e+001 ........................ augmentation # 1 max norm = 1.08093 (0.03) max norm = 2.81521 (0.03) max norm = 4.13926 (0.03) max norm = 2.79551 (0.03) max norm = 0.533151 (0.03) max norm = 1.64495 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.323813e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 2.162554e-003 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.490271e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 2.162379e-003 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.642542e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.162379e-003 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.800278e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.699210e-009 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.534677e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 2.169063e-008 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.157998e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 2.204658e-008 1.000000e-004 convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 1.72212 Data Record #1 =========================================================================== Step = 39 Time = 1.7221239 Data = center_of_mass 1 -10.1748 35.9971 14.973 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.59496 -19.4892 3.85575 17 -3.337 -9.94072 -20.7567 18 -5.91443 -19.3905 3.8973 19 -10.6629 30.9787 27.9453 20 -7.56715 -19.6301 3.79641 21 -6.35041 -2.79205 56.2619 Data Record #2 =========================================================================== Step = 39 Time = 1.7221239 Data = rotation_quaternion 1 0.184117 0.0221927 -0.00802142 0.982621 2 0 0 0 1 3 0 0 0 1 4 0.531379 0.058717 0.00444662 0.845085 17 -0.0021356 -0.00033932 -0.0140038 0.9999 18 0.000462143 -0.0304564 -0.013867 0.99944 19 0.183909 0.021469 -0.00414068 0.9827 20 0.187518 -0.000183026 -0.0079757 0.982229 21 0.353772 0.0665375 0.00813325 0.932926 Data Record #3 =========================================================================== Step = 39 Time = 1.7221239 Data = Reaction_Forces 1 -0.00956909 0.0836267 0.0260306 2 0.0682632 -0.165441 -0.305084 3 -0.0682034 0.165464 0.305097 4 0.00101423 0.000506236 0.00276166 17 6.92753e-005 1.05362e-005 4.95432e-005 18 -7.10003e-005 -5.11318e-006 -4.6475e-005 19 -0.116301 0.107847 0.0554425 20 0.0273636 0.00751867 -0.0151693 21 0.0016682 -0.00302129 0.00533569 Data Record #4 =========================================================================== Step = 39 Time = 1.7221239 Data = Reaction_Torques 1 -0.9307 -0.240379 0.235492 2 -1.57045 11.5577 -6.52708 3 2.10887 -14.024 7.92393 4 -11.3042 77.7778 0.321061 17 -0.000275368 0.00175742 -0.000186578 18 11.2294 -77.2954 -0.420028 19 -0.940803 0.522485 -1.62701 20 -0.0177728 0.0573799 0.0913782 21 0.000970845 -0.00623055 -0.00152269 Data Record #5 =========================================================================== Step = 39 Time = 1.7221239 Data = Rigid_Connector_Force 1 0 0 0 2 -9.7627e-007 5.44258e-006 3.06853e-006 3 7.48771e-007 1.95795e-008 3.83116e-010 4 7.0024e-005 1.05558e-005 4.95436e-005 5 0.000414525 -0.0020986 -0.0018071 6 0.0893517 -0.117464 -0.0420803 7 -0.0269491 -0.00961726 0.0133622 8 0.302914 -4.97438 1.70526 Data Record #6 =========================================================================== Step = 39 Time = 1.7221239 Data = Rigid_Connector_Moment 1 0 0 0 2 6431.63 850.844 -0.420103 3 6420.4 928.14 0 4 6420.4 928.14 -7.63834e-005 5 0.000781307 -0.00425308 -0.0026994 6 -0.0191455 0.0582416 0.0218109 7 0.00413756 0.0240832 -0.0614601 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0476724 ===== beginning time step 40 : 1.7698 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20093652 1 Nonlinear solution status: time= 1.7698 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.008336e+011 8.215440e+010 0.000000e+000 energy 1.701403e+004 5.869503e+003 1.701403e+003 displacement 2.813490e+005 2.813490e+005 2.813490e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20153502 2 Nonlinear solution status: time= 1.7698 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.008336e+011 2.200526e+009 0.000000e+000 energy 1.701403e+004 5.816562e+002 1.701403e+003 displacement 2.813490e+005 8.810987e+003 2.449444e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20104614 3 Nonlinear solution status: time= 1.7698 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.008336e+011 7.660565e+007 0.000000e+000 energy 1.701403e+004 3.253616e+001 1.701403e+003 displacement 2.813490e+005 2.580835e+003 2.210795e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20092176 4 Nonlinear solution status: time= 1.7698 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 0.189422 convergence norms : INITIAL CURRENT REQUIRED residual 1.008336e+011 5.165310e+007 0.000000e+000 energy 1.701403e+004 1.508838e+000 1.701403e+003 displacement 2.813490e+005 3.164050e+001 2.193637e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20091294 5 Nonlinear solution status: time= 1.7698 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 5 step from line search = 0.234523 convergence norms : INITIAL CURRENT REQUIRED residual 1.008336e+011 3.313241e+007 0.000000e+000 energy 1.701403e+004 1.189906e+000 1.701403e+003 displacement 2.813490e+005 4.059392e+001 2.175459e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20091456 6 Nonlinear solution status: time= 1.7698 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.008336e+011 1.124885e+006 0.000000e+000 energy 1.701403e+004 3.684801e-001 1.701403e+003 displacement 2.813490e+005 5.773699e+002 2.115816e+001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088252 7 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.7698 Retrying time step. Retry attempt 1 of max 5 AUTO STEPPER: retry step, dt = 0.0238362 ===== beginning time step 40 : 1.74596 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20094030 1 Nonlinear solution status: time= 1.74596 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.520842e+010 5.943444e+009 0.000000e+000 energy 4.253319e+003 3.335515e+002 4.253319e+002 displacement 7.010651e+004 7.010651e+004 7.010651e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20116764 2 Nonlinear solution status: time= 1.74596 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.520842e+010 2.827617e+007 0.000000e+000 energy 4.253319e+003 1.340856e+001 4.253319e+002 displacement 7.010651e+004 2.661758e+003 5.869086e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20097072 3 Nonlinear solution status: time= 1.74596 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.314614 convergence norms : INITIAL CURRENT REQUIRED residual 2.520842e+010 1.814805e+007 0.000000e+000 energy 4.253319e+003 2.306999e-002 4.253319e+002 displacement 7.010651e+004 6.043861e+001 5.728634e+000 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20096208 4 Nonlinear solution status: time= 1.74596 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 4 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 2.520842e+010 8.534749e+006 0.000000e+000 energy 4.253319e+003 1.158297e-001 4.253319e+002 displacement 7.010651e+004 1.132208e+002 5.561008e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20094750 5 Nonlinear solution status: time= 1.74596 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 5 step from line search = 0.284126 convergence norms : INITIAL CURRENT REQUIRED residual 2.520842e+010 5.800353e+006 0.000000e+000 energy 4.253319e+003 5.283583e-002 4.253319e+002 displacement 7.010651e+004 2.159132e+001 5.499693e+000 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20094084 6 Nonlinear solution status: time= 1.74596 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.520842e+010 7.754453e+005 0.000000e+000 energy 4.253319e+003 1.351516e-001 4.253319e+002 displacement 7.010651e+004 1.959715e+002 5.346212e+000 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20092572 7 Nonlinear solution status: time= 1.74596 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.520842e+010 6.986479e+004 0.000000e+000 energy 4.253319e+003 9.073826e-003 4.253319e+002 displacement 7.010651e+004 4.180904e+001 5.302894e+000 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20092770 8 Nonlinear solution status: time= 1.74596 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.520842e+010 1.621990e+004 0.000000e+000 energy 4.253319e+003 1.764488e-004 4.253319e+002 displacement 7.010651e+004 9.421535e+000 5.286744e+000 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20092698 9 Nonlinear solution status: time= 1.74596 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 9 step from line search = 0.057370 convergence norms : INITIAL CURRENT REQUIRED residual 2.520842e+010 1.613625e+004 0.000000e+000 energy 4.253319e+003 3.086206e-004 4.253319e+002 displacement 7.010651e+004 6.339297e-003 5.286399e+000 ........................ augmentation # 1 max norm = 1.11391 (0.03) max norm = 3.04021 (0.03) max norm = 4.40747 (0.03) max norm = 2.81492 (0.03) max norm = 0.556581 (0.03) max norm = 1.70243 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.490482e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.244987e-003 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.881472e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 2.242838e-003 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.103130e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 2.242838e-003 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.041866e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.667735e-009 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.889066e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.217778e-008 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.479389e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.184177e-008 1.000000e-004 convergence summary number of iterations : 9 number of reformations : 0 ------- converged at time : 1.74596 Data Record #1 =========================================================================== Step = 40 Time = 1.74596008 Data = center_of_mass 1 -10.1022 35.3053 14.9968 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.65607 -19.696 3.59732 17 -3.33674 -9.94253 -20.9893 18 -5.8853 -19.5843 3.64856 19 -10.5962 29.956 28.2498 20 -7.47074 -19.8141 3.54317 21 -6.26129 -4.04672 55.7831 Data Record #2 =========================================================================== Step = 40 Time = 1.74596008 Data = rotation_quaternion 1 0.191318 0.0228031 -0.00933448 0.981219 2 0 0 0 1 3 0 0 0 1 4 0.547057 0.059255 0.00652815 0.83497 17 -0.00221506 -0.00035192 -0.0140157 0.999899 18 0.000725492 -0.033139 -0.0138608 0.999354 19 0.190978 0.0215641 -0.00294781 0.981353 20 0.194866 -0.00163197 -0.00722994 0.980802 21 0.361282 0.0734672 -0.00228518 0.929555 Data Record #3 =========================================================================== Step = 40 Time = 1.74596008 Data = Reaction_Forces 1 -0.00494559 0.0439651 0.0168014 2 0.0909194 -0.19295 -0.417146 3 -0.0907484 0.192968 0.417256 4 0.126472 -0.0176875 -0.0346323 17 0.000501354 7.18642e-005 2.84599e-007 18 -0.000504597 -8.17548e-005 1.17738e-005 19 -0.0513648 0.0365181 0.0219918 20 0.0121806 0.00600257 -0.00841807 21 0.000777543 -0.00162941 0.00257505 Data Record #4 =========================================================================== Step = 40 Time = 1.74596008 Data = Reaction_Torques 1 -0.497295 -0.140247 0.136543 2 -0.951781 15.8537 -7.45117 3 2.13646 -18.8989 8.94656 4 -5.50348 -13.8801 88.5966 17 -0.00330114 0.0124229 -0.0011495 18 4.50982 9.70379 -89.147 19 -0.468017 0.239638 -0.74504 20 -0.00698252 0.0338364 0.0467067 21 0.000406985 -0.00427826 -0.000141271 Data Record #5 =========================================================================== Step = 40 Time = 1.74596008 Data = Rigid_Connector_Force 1 0 0 0 2 4.67256e-007 -8.7519e-006 1.20557e-005 3 3.71068e-006 1.13872e-006 -2.68159e-009 4 0.000505064 7.30029e-005 2.81917e-007 5 -6.65475e-005 0.00121202 -0.00164189 6 0.0391176 -0.0413087 -0.0152156 7 -0.0122472 -0.00479055 0.00677618 8 0.296091 -5.12685 1.59856 Data Record #6 =========================================================================== Step = 40 Time = 1.74596008 Data = Rigid_Connector_Moment 1 0 0 0 2 6663.82 972.22 -89.1474 3 6659.32 962.516 0 4 6659.31 962.516 -0.000353356 5 -0.00027137 0.00350471 -0.00356025 6 -0.0204556 0.0283264 0.0106711 7 -0.00071555 0.0130067 -0.0330509 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0290689 ===== beginning time step 41 : 1.77503 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20092572 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.77503 Retrying time step. Retry attempt 1 of max 5 AUTO STEPPER: retry step, dt = 0.0145345 ===== beginning time step 41 : 1.76049 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20093040 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.76049 Retrying time step. Retry attempt 2 of max 5 AUTO STEPPER: retry step, dt = 0.00726724 ===== beginning time step 41 : 1.75323 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20092896 1 Nonlinear solution status: time= 1.75323 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 0.165045 convergence norms : INITIAL CURRENT REQUIRED residual 2.343113e+009 1.643671e+009 0.000000e+000 energy 3.953976e+002 5.456629e+001 3.953976e+001 displacement 6.448801e+003 1.756643e+002 1.756643e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20092950 2 Nonlinear solution status: time= 1.75323 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.343113e+009 4.396621e+007 0.000000e+000 energy 3.953976e+002 4.119834e+000 3.953976e+001 displacement 6.448801e+003 4.300011e+003 6.211925e-001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20095686 3 Nonlinear solution status: time= 1.75323 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.343113e+009 1.833737e+006 0.000000e+000 energy 3.953976e+002 6.758507e-001 3.953976e+001 displacement 6.448801e+003 2.271972e+002 5.263259e-001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20091150 4 Nonlinear solution status: time= 1.75323 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.343113e+009 2.369733e+005 0.000000e+000 energy 3.953976e+002 4.743672e-002 3.953976e+001 displacement 6.448801e+003 3.812978e+001 5.022694e-001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20090286 5 Nonlinear solution status: time= 1.75323 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 5 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 2.343113e+009 1.100304e+005 0.000000e+000 energy 3.953976e+002 5.146633e-004 3.953976e+001 displacement 6.448801e+003 1.730515e+000 4.988192e-001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20090610 6 Nonlinear solution status: time= 1.75323 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 6 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 2.343113e+009 3.304499e+004 0.000000e+000 energy 3.953976e+002 3.679621e-001 3.953976e+001 displacement 6.448801e+003 1.021250e+000 4.968659e-001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20090628 7 Nonlinear solution status: time= 1.75323 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.343113e+009 1.575564e+004 0.000000e+000 energy 3.953976e+002 1.594851e-002 3.953976e+001 displacement 6.448801e+003 2.053361e+000 4.949402e-001 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20090412 8 Nonlinear solution status: time= 1.75323 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.343113e+009 6.810778e+003 0.000000e+000 energy 3.953976e+002 3.079448e-003 3.953976e+001 displacement 6.448801e+003 4.681838e-001 4.946158e-001 ........................ augmentation # 1 max norm = 1.12414 (0.03) max norm = 3.10956 (0.03) max norm = 4.49324 (0.03) max norm = 2.92813 (0.03) max norm = 0.563149 (0.03) max norm = 1.71972 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.135503e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.264499e-003 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.786507e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 2.263327e-003 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.500072e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.263327e-003 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.542221e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 2.023787e-010 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.098892e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 7.099075e-010 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.137787e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 5.946942e-010 1.000000e-004 convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 1.75323 Data Record #1 =========================================================================== Step = 41 Time = 1.75322732 Data = center_of_mass 1 -10.0796 35.0904 15.009 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.67699 -19.756 3.51633 17 -3.33667 -9.94306 -21.0618 18 -5.87843 -19.6404 3.5708 19 -10.5727 29.6536 28.3218 20 -7.44445 -19.8671 3.46399 21 -6.22123 -4.42524 55.6424 Data Record #2 =========================================================================== Step = 41 Time = 1.75322732 Data = rotation_quaternion 1 0.193334 0.0230195 -0.00957449 0.980816 2 0 0 0 1 3 0 0 0 1 4 0.55181 0.0593568 0.00713565 0.831824 17 -0.00223533 -0.000354933 -0.0141057 0.999898 18 0.000816074 -0.0339886 -0.0139451 0.999325 19 0.192966 0.0216563 -0.00262302 0.980963 20 0.196962 -0.00214462 -0.00706731 0.980383 21 0.363571 0.0755282 -0.00508369 0.928486 Data Record #3 =========================================================================== Step = 41 Time = 1.75322732 Data = Reaction_Forces 1 -0.000279486 0.00198489 0.000822835 2 0.0985333 -0.201861 -0.454652 3 -0.0984097 0.201893 0.454671 4 -0.0148413 0.00235757 -0.011272 17 3.32469e-005 3.21183e-006 -6.85758e-006 18 -3.73068e-005 2.38707e-005 -5.28612e-006 19 -0.00198385 0.00115147 0.000832175 20 0.000443905 0.000446481 -0.000429812 21 2.5605e-005 -6.65278e-005 9.07418e-005 Data Record #4 =========================================================================== Step = 41 Time = 1.75322732 Data = Reaction_Torques 1 -0.0258862 -0.00612429 -0.000314599 2 -0.731581 17.2901 -7.74573 3 2.04926 -20.3685 9.33366 4 1.36979 -32.4011 48.5932 17 -0.000287395 0.000849867 -7.11522e-005 18 -1.33209 32.0887 -48.6162 19 -0.0221736 0.00843081 -0.0293314 20 1.56919e-005 0.00204786 0.00222948 21 -1.79416e-005 -0.000596062 0.000434703 Data Record #5 =========================================================================== Step = 41 Time = 1.75322732 Data = Rigid_Connector_Force 1 0 0 0 2 -3.32906e-006 2.87127e-005 -1.21506e-005 3 7.30851e-007 1.63016e-006 -6.84178e-009 4 3.39777e-005 4.84199e-006 -6.86443e-006 5 -2.68995e-005 0.000232503 -9.92364e-005 6 0.00151305 -0.00136544 -0.000501599 7 -0.000470805 -0.000213978 0.000330576 8 0.291759 -5.1726 1.56332 Data Record #6 =========================================================================== Step = 41 Time = 1.75322732 Data = Rigid_Connector_Moment 1 0 0 0 2 6718.99 1002.19 -48.6162 3 6720.32 970.099 0 4 6720.32 970.099 -1.75731e-005 5 -6.48061e-005 0.000557073 -0.00023256 6 -0.00155252 0.00136889 0.000501543 7 -0.000437106 0.000579848 -0.00162962 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0158138 ===== beginning time step 42 : 1.76904 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20090304 1 Nonlinear solution status: time= 1.76904 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.109542e+010 1.241708e+009 0.000000e+000 energy 1.872343e+003 4.390130e+001 1.872343e+002 displacement 3.036423e+004 3.036423e+004 3.036423e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20102400 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.76904 Retrying time step. Retry attempt 1 of max 5 AUTO STEPPER: retry step, dt = 0.00790689 ===== beginning time step 42 : 1.76113 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20090484 1 Nonlinear solution status: time= 1.76113 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.773860e+009 1.008253e+008 0.000000e+000 energy 4.680468e+002 5.566461e+000 4.680468e+001 displacement 7.582054e+003 7.582054e+003 7.582054e-001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20093256 2 Nonlinear solution status: time= 1.76113 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 2 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 2.773860e+009 3.074882e+007 0.000000e+000 energy 4.680468e+002 4.112922e+000 4.680468e+001 displacement 7.582054e+003 7.345857e+001 6.847014e-001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20091294 3 Nonlinear solution status: time= 1.76113 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 0.630298 convergence norms : INITIAL CURRENT REQUIRED residual 2.773860e+009 6.710139e+006 0.000000e+000 energy 4.680468e+002 2.498356e-002 4.680468e+001 displacement 7.582054e+003 5.846976e+001 6.303278e-001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20090178 4 Nonlinear solution status: time= 1.76113 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 4 step from line search = 0.394420 convergence norms : INITIAL CURRENT REQUIRED residual 2.773860e+009 3.331198e+006 0.000000e+000 energy 4.680468e+002 8.028014e-003 4.680468e+001 displacement 7.582054e+003 9.216560e+000 6.132590e-001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20089422 5 Nonlinear solution status: time= 1.76113 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 5 step from line search = 0.409088 convergence norms : INITIAL CURRENT REQUIRED residual 2.773860e+009 1.789049e+006 0.000000e+000 energy 4.680468e+002 2.556911e-003 4.680468e+001 displacement 7.582054e+003 6.497357e+000 6.017504e-001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20089008 6 Nonlinear solution status: time= 1.76113 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 6 step from line search = 0.314758 convergence norms : INITIAL CURRENT REQUIRED residual 2.773860e+009 1.217923e+006 0.000000e+000 energy 4.680468e+002 7.917392e-004 4.680468e+001 displacement 7.582054e+003 2.376874e+000 5.958730e-001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088720 7 Nonlinear solution status: time= 1.76113 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 7 step from line search = 0.272996 convergence norms : INITIAL CURRENT REQUIRED residual 2.773860e+009 9.724326e+005 0.000000e+000 energy 4.680468e+002 9.995054e-003 4.680468e+001 displacement 7.582054e+003 1.629981e+000 5.929500e-001 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088522 8 Nonlinear solution status: time= 1.76113 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 8 step from line search = 0.127691 convergence norms : INITIAL CURRENT REQUIRED residual 2.773860e+009 9.585239e+005 0.000000e+000 energy 4.680468e+002 2.085649e-002 4.680468e+001 displacement 7.582054e+003 6.718421e-001 5.930150e-001 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088342 9 Nonlinear solution status: time= 1.76113 stiffness updates = 0 right hand side evaluations = 22 stiffness matrix reformations = 9 step from line search = 0.083295 convergence norms : INITIAL CURRENT REQUIRED residual 2.773860e+009 1.041624e+006 0.000000e+000 energy 4.680468e+002 3.436365e-002 4.680468e+001 displacement 7.582054e+003 8.869047e-001 5.944879e-001 Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088630 10 Nonlinear solution status: time= 1.76113 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 10 step from line search = 0.201576 convergence norms : INITIAL CURRENT REQUIRED residual 2.773860e+009 1.001075e+006 0.000000e+000 energy 4.680468e+002 4.747168e-002 4.680468e+001 displacement 7.582054e+003 1.240019e+000 5.949120e-001 Reforming stiffness matrix: reformation #11 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088414 11 Nonlinear solution status: time= 1.76113 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 11 step from line search = 0.316873 convergence norms : INITIAL CURRENT REQUIRED residual 2.773860e+009 9.404534e+005 0.000000e+000 energy 4.680468e+002 7.845629e-002 4.680468e+001 displacement 7.582054e+003 2.173398e+000 5.956280e-001 Reforming stiffness matrix: reformation #12 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088360 12 Nonlinear solution status: time= 1.76113 stiffness updates = 0 right hand side evaluations = 30 stiffness matrix reformations = 12 step from line search = 0.058574 convergence norms : INITIAL CURRENT REQUIRED residual 2.773860e+009 1.041438e+006 0.000000e+000 energy 4.680468e+002 1.149523e-001 4.680468e+001 displacement 7.582054e+003 5.119927e-001 5.972460e-001 ........................ augmentation # 1 max norm = 1.13511 (0.03) max norm = 3.1855 (0.03) max norm = 4.58737 (0.03) max norm = 2.63831 (0.03) max norm = 0.568924 (0.03) max norm = 1.7379 (0.03) rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.628480e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 2.312214e-003 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.624878e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 2.284134e-003 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.691758e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 2.284129e-003 1.000000e-004 rigid connector # 4 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.252916e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 4.426502e-008 1.000000e-004 rigid connector # 5 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.090830e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 8.061404e-009 1.000000e-004 rigid connector # 6 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.072275e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.112712e-008 1.000000e-004 convergence summary number of iterations : 12 number of reformations : 0 ------- converged at time : 1.76113 Data Record #1 =========================================================================== Step = 42 Time = 1.76113422 Data = center_of_mass 1 -10.0658 34.8526 15.0318 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.7092 -19.822 3.42487 17 -3.3366 -9.94364 -21.1427 18 -5.87389 -19.7017 3.48346 19 -10.56 29.3459 28.3688 20 -7.45174 -19.929 3.37279 21 -6.20005 -4.83179 55.5027 Data Record #2 =========================================================================== Step = 42 Time = 1.76113422 Data = rotation_quaternion 1 0.195238 0.0231269 -0.0098986 0.980433 2 0 0 0 1 3 0 0 0 1 4 0.556986 0.0592948 0.00760221 0.828368 17 -0.00225597 -0.000357614 -0.0143629 0.999894 18 0.000923573 -0.0349867 -0.0141956 0.999287 19 0.194847 0.0216673 -0.00253022 0.980591 20 0.198961 -0.00283475 -0.00715411 0.979977 21 0.366126 0.0775748 -0.00789643 0.927293 Data Record #3 =========================================================================== Step = 42 Time = 1.76113422 Data = Reaction_Forces 1 -0.0124543 0.116966 0.0332614 2 0.106729 -0.210956 -0.494929 3 -0.106853 0.208806 0.495865 4 0.357658 -8.7573 1.80787 17 0.0236322 0.00713968 0.0105119 18 -0.0244733 -0.000473343 -0.0174767 19 -0.031677 0.0123611 0.0479179 20 0.00424303 0.0159372 -0.0405377 21 0.00880259 -0.0228297 0.0262485 Data Record #4 =========================================================================== Step = 42 Time = 1.76113422 Data = Reaction_Torques 1 -0.473583 0.117438 -0.580048 2 -0.476419 18.8318 -8.03944 3 6.39503 -20.1245 5.30863 4 109.52 -286.367 641.828 17 -0.0918114 0.61577 -0.041709 18 1.6826 309.481 -662.877 19 -2.38762 -0.235227 -0.39544 20 -0.0418157 0.189381 0.250135 21 -0.0206444 0.0722792 0.0680138 Data Record #5 =========================================================================== Step = 42 Time = 1.76113422 Data = Rigid_Connector_Force 1 0 0 0 2 3.36651e-005 0.00314863 -0.00694829 3 0.000874734 -0.00351771 1.64752e-005 4 0.0245069 0.00362197 0.0105284 5 0.000215608 8.30811e-005 -0.0032447 6 0.0276496 -0.0282153 -0.0106249 7 -0.00402742 -0.0158542 0.037293 8 0.286042 -5.2228 1.52223 Data Record #6 =========================================================================== Step = 42 Time = 1.76113422 Data = Rigid_Connector_Moment 1 0 0 0 2 6784.28 1284.97 -662.88 3 6782.61 975.521 0 4 6782.59 975.526 -0.00300987 5 -0.00738313 -0.0129906 0.131952 6 -0.023312 -0.00559854 -0.00317543 7 -0.00259301 0.0121472 -0.0309845 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0163255 ===== beginning time step 43 : 1.77746 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088288 1 Nonlinear solution status: time= 1.77746 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.184339e+010 1.427242e+009 0.000000e+000 energy 1.990983e+003 1.850232e+002 1.990983e+002 displacement 3.171852e+004 3.171852e+004 3.171852e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20097702 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.77746 Retrying time step. Retry attempt 1 of max 5 AUTO STEPPER: retry step, dt = 0.00816276 ===== beginning time step 43 : 1.7693 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088018 1 Nonlinear solution status: time= 1.7693 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965935e+009 1.216794e+008 0.000000e+000 energy 4.956942e+002 9.054935e+001 4.956942e+001 displacement 7.899688e+003 7.899688e+003 7.899688e-001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20091834 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.7693 Retrying time step. Retry attempt 2 of max 5 AUTO STEPPER: retry step, dt = 0.00408138 ===== beginning time step 43 : 1.76522 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088144 1 Nonlinear solution status: time= 1.76522 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.444181e+008 1.962795e+007 0.000000e+000 energy 1.222557e+002 7.654447e+001 1.222557e+001 displacement 1.978262e+003 1.978262e+003 1.978262e-001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088738 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.76522 Retrying time step. Retry attempt 3 of max 5 AUTO STEPPER: retry step, dt = 0.00204069 ===== beginning time step 43 : 1.76317 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087838 1 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 0.205849 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 1.198085e+008 0.000000e+000 energy 2.908493e+001 4.861936e+000 2.908493e+000 displacement 5.134164e+002 2.175542e+001 2.175542e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088306 2 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 3.922796e+006 0.000000e+000 energy 2.908493e+001 5.528303e-001 2.908493e+000 displacement 5.134164e+002 2.889080e+002 4.681530e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087208 3 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 7.807564e+005 0.000000e+000 energy 2.908493e+001 5.737811e-001 2.908493e+000 displacement 5.134164e+002 2.473535e+001 4.275835e-002 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20086686 4 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 4 step from line search = 0.111037 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 1.277606e+006 0.000000e+000 energy 2.908493e+001 4.186230e-001 2.908493e+000 displacement 5.134164e+002 2.059791e+000 4.461048e-002 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087082 5 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 5 step from line search = 0.267223 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 1.873753e+006 0.000000e+000 energy 2.908493e+001 4.721558e-001 2.908493e+000 displacement 5.134164e+002 3.828908e+000 4.760017e-002 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087100 6 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 6 step from line search = 0.316745 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 2.216606e+006 0.000000e+000 energy 2.908493e+001 4.580648e-001 2.908493e+000 displacement 5.134164e+002 3.043565e+000 5.080684e-002 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20086848 7 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 7 step from line search = 0.350841 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 2.428655e+006 0.000000e+000 energy 2.908493e+001 4.831979e-001 2.908493e+000 displacement 5.134164e+002 3.302156e+000 5.495343e-002 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20086632 8 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 3.232120e+006 0.000000e+000 energy 2.908493e+001 2.200824e+000 2.908493e+000 displacement 5.134164e+002 2.348610e+001 6.892130e-002 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085768 9 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 1.600809e+006 0.000000e+000 energy 2.908493e+001 9.819493e-001 2.908493e+000 displacement 5.134164e+002 6.181455e+000 7.552189e-002 Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085534 10 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 10 step from line search = 0.153158 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 2.826549e+006 0.000000e+000 energy 2.908493e+001 7.288873e-001 2.908493e+000 displacement 5.134164e+002 3.409392e+000 8.275061e-002 Reforming stiffness matrix: reformation #11 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085318 11 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 11 step from line search = 0.391932 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 4.102632e+006 0.000000e+000 energy 2.908493e+001 6.994352e-001 2.908493e+000 displacement 5.134164e+002 6.773084e+000 9.386324e-002 Reforming stiffness matrix: reformation #12 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20084940 12 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 12 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 4.334739e+006 0.000000e+000 energy 2.908493e+001 1.522128e-001 2.908493e+000 displacement 5.134164e+002 2.063370e+001 1.153862e-001 Reforming stiffness matrix: reformation #13 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085264 13 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 21 stiffness matrix reformations = 13 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 2.784551e+006 0.000000e+000 energy 2.908493e+001 1.120567e+000 2.908493e+000 displacement 5.134164e+002 1.029278e+001 1.314719e-001 Reforming stiffness matrix: reformation #14 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085426 14 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 14 step from line search = 0.397493 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 4.279636e+006 0.000000e+000 energy 2.908493e+001 6.805566e-001 2.908493e+000 displacement 5.134164e+002 6.516768e+000 1.467591e-001 Reforming stiffness matrix: reformation #15 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085228 15 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 15 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 4.383561e+006 0.000000e+000 energy 2.908493e+001 5.638896e-002 2.908493e+000 displacement 5.134164e+002 1.927671e+001 1.748575e-001 Reforming stiffness matrix: reformation #16 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085120 16 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 16 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 2.745685e+006 0.000000e+000 energy 2.908493e+001 1.031117e+000 2.908493e+000 displacement 5.134164e+002 9.956224e+000 1.958446e-001 Reforming stiffness matrix: reformation #17 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20084868 17 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 27 stiffness matrix reformations = 17 step from line search = 0.420339 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 3.825864e+006 0.000000e+000 energy 2.908493e+001 6.137506e-001 2.908493e+000 displacement 5.134164e+002 5.978135e+000 2.139325e-001 Reforming stiffness matrix: reformation #18 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085012 18 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 28 stiffness matrix reformations = 18 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 3.790338e+006 0.000000e+000 energy 2.908493e+001 5.224399e-002 2.908493e+000 displacement 5.134164e+002 1.704338e+001 2.464308e-001 Reforming stiffness matrix: reformation #19 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085300 19 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 30 stiffness matrix reformations = 19 step from line search = 0.627541 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 2.864131e+006 0.000000e+000 energy 2.908493e+001 1.812205e-001 2.908493e+000 displacement 5.134164e+002 3.443079e+000 2.612188e-001 Reforming stiffness matrix: reformation #20 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085480 20 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 32 stiffness matrix reformations = 20 step from line search = 0.514688 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 3.361761e+006 0.000000e+000 energy 2.908493e+001 6.449924e-001 2.908493e+000 displacement 5.134164e+002 5.034027e+000 2.812635e-001 Reforming stiffness matrix: reformation #21 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085714 21 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 33 stiffness matrix reformations = 21 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 2.744968e+006 0.000000e+000 energy 2.908493e+001 4.982943e-001 2.908493e+000 displacement 5.134164e+002 1.267902e+001 3.136028e-001 Reforming stiffness matrix: reformation #22 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085894 22 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 34 stiffness matrix reformations = 22 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 1.646433e+006 0.000000e+000 energy 2.908493e+001 1.217973e+000 2.908493e+000 displacement 5.134164e+002 7.605851e+000 3.389885e-001 Reforming stiffness matrix: reformation #23 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085768 23 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 36 stiffness matrix reformations = 23 step from line search = 0.332859 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 2.249242e+006 0.000000e+000 energy 2.908493e+001 7.962894e-001 2.908493e+000 displacement 5.134164e+002 3.047356e+000 3.557388e-001 Reforming stiffness matrix: reformation #24 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085066 24 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 37 stiffness matrix reformations = 24 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 2.486213e+006 0.000000e+000 energy 2.908493e+001 2.185311e+000 2.908493e+000 displacement 5.134164e+002 1.644656e+001 3.958244e-001 Reforming stiffness matrix: reformation #25 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085390 25 Nonlinear solution status: time= 1.76317 stiffness updates = 0 right hand side evaluations = 38 stiffness matrix reformations = 25 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.879622e+008 9.646703e+005 0.000000e+000 energy 2.908493e+001 1.413964e+000 2.908493e+000 displacement 5.134164e+002 6.264188e+000 4.178752e-001 Reforming stiffness matrix: reformation #26 ************************************************************************* * ERROR * * * * Max nr of reformations reached. * ************************************************************************* ------- failed to converge at time : 1.76317 Retrying time step. Retry attempt 4 of max 5 AUTO STEPPER: retry step, dt = 0.00102034 ===== beginning time step 43 : 1.76215 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088054 1 Nonlinear solution status: time= 1.76215 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.077690 convergence norms : INITIAL CURRENT REQUIRED residual 4.830996e+007 4.136627e+007 0.000000e+000 energy 5.886714e+000 4.195864e-001 5.886714e-001 displacement 1.547294e+002 9.339046e-001 9.339046e-005 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087982 2 Nonlinear solution status: time= 1.76215 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 0.055848 convergence norms : INITIAL CURRENT REQUIRED residual 4.830996e+007 3.710127e+007 0.000000e+000 energy 5.886714e+000 2.248299e-001 5.886714e-001 displacement 1.547294e+002 4.530013e-001 2.680483e-004 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088324 3 Nonlinear solution status: time= 1.76215 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 3 step from line search = 0.055702 convergence norms : INITIAL CURRENT REQUIRED residual 4.830996e+007 3.332730e+007 0.000000e+000 energy 5.886714e+000 1.771720e-001 5.886714e-001 displacement 1.547294e+002 4.222139e-001 5.213926e-004 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088198 4 Nonlinear solution status: time= 1.76215 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 4 step from line search = 0.071402 convergence norms : INITIAL CURRENT REQUIRED residual 4.830996e+007 2.906969e+007 0.000000e+000 energy 5.886714e+000 1.800829e-001 5.886714e-001 displacement 1.547294e+002 6.312758e-001 9.442861e-004 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088414 5 Nonlinear solution status: time= 1.76215 stiffness updates = 0 right hand side evaluations = 31 stiffness matrix reformations = 5 step from line search = 0.089097 convergence norms : INITIAL CURRENT REQUIRED residual 4.830996e+007 2.456165e+007 0.000000e+000 energy 5.886714e+000 1.609665e-001 5.886714e-001 displacement 1.547294e+002 8.818287e-001 1.603964e-003 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088540 6 Nonlinear solution status: time= 1.76215 stiffness updates = 0 right hand side evaluations = 35 stiffness matrix reformations = 6 step from line search = 0.153849 convergence norms : INITIAL CURRENT REQUIRED residual 4.830996e+007 1.837919e+007 0.000000e+000 energy 5.886714e+000 1.700201e-001 5.886714e-001 displacement 1.547294e+002 2.271321e+000 3.024089e-003 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088468 7 Nonlinear solution status: time= 1.76215 stiffness updates = 0 right hand side evaluations = 38 stiffness matrix reformations = 7 step from line search = 0.175675 convergence norms : INITIAL CURRENT REQUIRED residual 4.830996e+007 1.337747e+007 0.000000e+000 energy 5.886714e+000 7.272446e-002 5.886714e-001 displacement 1.547294e+002 2.076472e+000 4.798216e-003 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088432 8 Nonlinear solution status: time= 1.76215 stiffness updates = 0 right hand side evaluations = 44 stiffness matrix reformations = 8 step from line search = 0.014374 convergence norms : INITIAL CURRENT REQUIRED residual 4.830996e+007 1.307822e+007 0.000000e+000 energy 5.886714e+000 3.941293e-003 5.886714e-001 displacement 1.547294e+002 1.127154e-002 4.942555e-003 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088270 9 Nonlinear solution status: time= 1.76215 stiffness updates = 0 right hand side evaluations = 50 stiffness matrix reformations = 9 step from line search = 0.163422 convergence norms : INITIAL CURRENT REQUIRED residual 4.830996e+007 1.006579e+007 0.000000e+000 energy 5.886714e+000 5.772955e-002 5.886714e-001 displacement 1.547294e+002 1.475457e+000 6.747944e-003 Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087964 10 Nonlinear solution status: time= 1.76215 stiffness updates = 0 right hand side evaluations = 52 stiffness matrix reformations = 10 step from line search = 0.248174 convergence norms : INITIAL CURRENT REQUIRED residual 4.830996e+007 7.136175e+006 0.000000e+000 energy 5.886714e+000 1.775861e-001 5.886714e-001 displacement 1.547294e+002 3.058166e+000 9.784622e-003 Reforming stiffness matrix: reformation #11 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087928 11 Nonlinear solution status: time= 1.76215 stiffness updates = 0 right hand side evaluations = 54 stiffness matrix reformations = 11 step from line search = 0.363198 convergence norms : INITIAL CURRENT REQUIRED residual 4.830996e+007 4.849940e+006 0.000000e+000 energy 5.886714e+000 3.063461e-001 5.886714e-001 displacement 1.547294e+002 4.876367e+000 1.432484e-002 Reforming stiffness matrix: reformation #12 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087280 12 Nonlinear solution status: time= 1.76215 stiffness updates = 0 right hand side evaluations = 56 stiffness matrix reformations = 12 step from line search = 0.577917 convergence norms : INITIAL CURRENT REQUIRED residual 4.830996e+007 3.345788e+006 0.000000e+000 energy 5.886714e+000 3.938656e-001 5.886714e-001 displacement 1.547294e+002 8.191719e+000 2.124345e-002 Reforming stiffness matrix: reformation #13 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087154 13 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.76215 Retrying time step. Retry attempt 5 of max 5 AUTO STEPPER: retry step, dt = 0.000510172 ===== beginning time step 43 : 1.76164 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088000 1 Nonlinear solution status: time= 1.76164 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 1.312773e+007 4.703620e+006 0.000000e+000 energy 1.352459e-001 4.866890e+000 1.352459e-002 displacement 6.880648e+001 1.720162e+001 1.720162e-003 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088126 2 Nonlinear solution status: time= 1.76164 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 2 step from line search = 0.502107 convergence norms : INITIAL CURRENT REQUIRED residual 4.703620e+006 1.850807e+006 0.000000e+000 energy 4.866890e+000 7.452610e-001 4.866890e-001 displacement 6.880648e+001 2.288813e+000 3.008944e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087766 3 Nonlinear solution status: time= 1.76164 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.703620e+006 9.412553e+005 0.000000e+000 energy 4.866890e+000 5.797419e-001 4.866890e-001 displacement 6.880648e+001 9.570894e+000 6.948024e-003 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087154 4 Nonlinear solution status: time= 1.76164 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 4 step from line search = 0.622496 convergence norms : INITIAL CURRENT REQUIRED residual 4.703620e+006 1.413989e+006 0.000000e+000 energy 4.866890e+000 3.754204e-001 4.866890e-001 displacement 6.880648e+001 7.234665e+000 1.104781e-002 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087118 5 Nonlinear solution status: time= 1.76164 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.703620e+006 1.565485e+006 0.000000e+000 energy 4.866890e+000 4.749565e-001 4.866890e-001 displacement 6.880648e+001 1.185406e+001 1.827816e-002 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087208 6 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.76164 Max. nr of retries reached. 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 .................... : 42 Total number of equilibrium iterations ............ : 280 Average number of equilibrium iterations .......... : 6.66667 Total number of right hand evaluations ............ : 498 Total number of stiffness reformations ............ : 292 Time in linear solver: 0:38:09 Elapsed time : 1:57:50 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:07 (6.707 sec) Initialization time ............. : 0:00:01 (0.743 sec) Solve time ...................... : 1:57:50 (7070.07 sec) IO-time (plot, dmp, data) .... : 0:00:18 (17.579 sec) reforming stiffness .......... : 0:07:58 (477.846 sec) evaluating stiffness ......... : 0:18:13 (1093.31 sec) evaluating residual .......... : 0:02:24 (143.505 sec) model update ................. : 0:50:18 (3018.24 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:38:09 (2289.45 sec) Total elapsed time .............. : 1:57:58 (7077.52 sec) E R R O R T E R M I N A T I O N Reading file C:\oks_simulations\oks001\model\with_insitu_strain\FeBio_custom.feb ...SUCCESS! FILES USED =========================================================================== Input file : C:\oks_simulations\oks001\model\with_insitu_strain\FeBio_custom.feb Plot file : C:\oks_simulations\oks001\model\with_insitu_strain\FeBio_custom.xplt Log file : C:\oks_simulations\oks001\model\with_insitu_strain\FeBio_custom.log MESH INFO =========================================================================== Number of materials ............................ : 24 Number of domains .............................. : 19 Number of nodes ................................ : 306490 Number of solid elements ....................... : 836955 Number of shell elements ....................... : 226320 CONTROL DATA =========================================================================== Module type .................................... : solid Analysis type .................................. : quasi-static Number of timesteps ............................ : 40 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 ........................... : 9 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) prestrain stretch (type = float, format = ITEM) 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 - PTB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -12.355,51.085,12.64 --------------------------------------------------------------------------- 2 - FBB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0,0,0 --------------------------------------------------------------------------- 3 - TBB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -3.34,-9.92,-15.915 --------------------------------------------------------------------------- 4 - FMB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -7.44,-9.16,8.89 --------------------------------------------------------------------------- 5 - QAT (type: uncoupled prestrain elastic) density ........................................... : 1 k ................................................. : 206.61 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 mat_axis: (type: vector) vector .......................................... : -0.123793,-0.394232,0.910635 a ............................................... : -0.123793,-0.394232,0.910635 d ............................................... : 0,0,1 elastic: (type: trans iso Mooney-Rivlin) density ......................................... : 1e-009 k ............................................... : 0 laugon .......................................... : false atol ............................................ : 0.01 minaug .......................................... : 0 maxaug .......................................... : 0 pressure_model .................................. : 0 c1 .............................................. : 2.75 c2 .............................................. : 0 c3 .............................................. : 0.065 c4 .............................................. : 115.89 c5 .............................................. : 777.56 lam_max ......................................... : 1.042 prestrain: (type: in-situ stretch) stretch ......................................... : 1 isochoric ....................................... : true --------------------------------------------------------------------------- 6 - TBC-L (type: Mooney-Rivlin) density ........................................... : 1e-009 k ................................................. : 100 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 2.54 c2 ................................................ : 0 --------------------------------------------------------------------------- 7 - PCL (type: uncoupled prestrain elastic) density ........................................... : 1 k ................................................. : 243.9 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 mat_axis: (type: vector) vector .......................................... : 0.389971,-0.648082,-0.654151 a ............................................... : 0.389971,-0.648082,-0.654151 d ............................................... : 0,0,1 elastic: (type: trans iso Mooney-Rivlin) density ......................................... : 1e-009 k ............................................... : 0 laugon .......................................... : false atol ............................................ : 0.01 minaug .......................................... : 0 maxaug .......................................... : 0 pressure_model .................................. : 0 c1 .............................................. : 3.25 c2 .............................................. : 0 c3 .............................................. : 0.1196 c4 .............................................. : 87.178 c5 .............................................. : 431.063 lam_max ......................................... : 1.035 prestrain: (type: in-situ stretch) stretch ......................................... : 1 isochoric ....................................... : true --------------------------------------------------------------------------- 8 - PTC (type: Mooney-Rivlin) density ........................................... : 1e-009 k ................................................. : 100 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 2.54 c2 ................................................ : 0 --------------------------------------------------------------------------- 9 - ACL (type: uncoupled prestrain elastic) density ........................................... : 1 k ................................................. : 146.41 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 mat_axis: (type: vector) vector .......................................... : -0.399455,0.525149,-0.751435 a ............................................... : -0.399455,0.525149,-0.751435 d ............................................... : 0,0,1 elastic: (type: trans iso Mooney-Rivlin) density ......................................... : 1e-009 k ............................................... : 0 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 prestrain: (type: in-situ stretch) stretch ......................................... : 1 isochoric ....................................... : true --------------------------------------------------------------------------- 10 - MCL (type: uncoupled prestrain elastic) density ........................................... : 1 k ................................................. : 793.65 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 mat_axis: (type: vector) vector .......................................... : 0.233312,-0.0714992,-0.96977 a ............................................... : 0.233312,-0.0714992,-0.96977 d ............................................... : 0,0,1 elastic: (type: trans iso Mooney-Rivlin) density ......................................... : 1e-009 k ............................................... : 0 laugon .......................................... : false atol ............................................ : 0.01 minaug .......................................... : 0 maxaug .......................................... : 0 pressure_model .................................. : 0 c1 .............................................. : 1.44 c2 .............................................. : 0 c3 .............................................. : 0.57 c4 .............................................. : 48 c5 .............................................. : 467.1 lam_max ......................................... : 1.063 prestrain: (type: in-situ stretch) stretch ......................................... : 1 isochoric ....................................... : true --------------------------------------------------------------------------- 11 - PTL (type: uncoupled prestrain elastic) density ........................................... : 1 k ................................................. : 206.61 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 mat_axis: (type: vector) vector .......................................... : 0.320864,-0.44475,-0.836208 a ............................................... : 0.320864,-0.44475,-0.836208 d ............................................... : 0,0,1 elastic: (type: trans iso Mooney-Rivlin) density ......................................... : 1e-009 k ............................................... : 0 laugon .......................................... : false atol ............................................ : 0.01 minaug .......................................... : 0 maxaug .......................................... : 0 pressure_model .................................. : 0 c1 .............................................. : 2.75 c2 .............................................. : 0 c3 .............................................. : 0.065 c4 .............................................. : 115.89 c5 .............................................. : 777.56 lam_max ......................................... : 1.042 prestrain: (type: in-situ stretch) stretch ......................................... : 1 isochoric ....................................... : true --------------------------------------------------------------------------- 12 - MNS-L (type: trans iso Mooney-Rivlin) density ........................................... : 1e-009 k ................................................. : 92.16 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 4.61 c2 ................................................ : 0 c3 ................................................ : 0.1197 c4 ................................................ : 150 c5 ................................................ : 400 lam_max ........................................... : 1.019 --------------------------------------------------------------------------- 13 - MNS-M (type: trans iso Mooney-Rivlin) density ........................................... : 1e-009 k ................................................. : 92.16 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 4.61 c2 ................................................ : 0 c3 ................................................ : 0.1197 c4 ................................................ : 150 c5 ................................................ : 400 lam_max ........................................... : 1.019 --------------------------------------------------------------------------- 14 - LCL (type: uncoupled prestrain elastic) density ........................................... : 1 k ................................................. : 793.65 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 mat_axis: (type: vector) vector .......................................... : -0.177322,0.245931,0.95293 a ............................................... : -0.177322,0.245931,0.95293 d ............................................... : 0,0,1 elastic: (type: trans iso Mooney-Rivlin) density ......................................... : 1e-009 k ............................................... : 0 laugon .......................................... : false atol ............................................ : 0.01 minaug .......................................... : 0 maxaug .......................................... : 0 pressure_model .................................. : 0 c1 .............................................. : 1.44 c2 .............................................. : 0 c3 .............................................. : 0.57 c4 .............................................. : 48 c5 .............................................. : 467.1 lam_max ......................................... : 1.063 prestrain: (type: in-situ stretch) stretch ......................................... : 1 isochoric ....................................... : true --------------------------------------------------------------------------- 15 - TBC-M (type: Mooney-Rivlin) density ........................................... : 1e-009 k ................................................. : 100 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 2.54 c2 ................................................ : 0 --------------------------------------------------------------------------- 16 - FMC (type: Mooney-Rivlin) density ........................................... : 1e-009 k ................................................. : 100 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 2.54 c2 ................................................ : 0 --------------------------------------------------------------------------- 17 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -3.34,-9.92,-15.915 --------------------------------------------------------------------------- 18 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -7.44,-9.16,8.89 --------------------------------------------------------------------------- 19 - PFPO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -12.355,51.085,12.64 --------------------------------------------------------------------------- 20 - PFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -7.44,-9.16,8.89 --------------------------------------------------------------------------- 21 - QSO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -13.0645,39.0553,68.6476 --------------------------------------------------------------------------- 22 - unknown (type: nonlinear spring) --------------------------------------------------------------------------- 23 - unknown (type: nonlinear spring) --------------------------------------------------------------------------- 24 - unknown (type: linear spring) E ................................................. : 300 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : -12.355, 51.085, 12.64 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, 0, 0 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 : 3 center of mass : -3.34, -9.92, -15.915 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 : 4 center of mass : -7.44, -9.16, 8.89 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 5: material id : 17 center of mass : -3.34, -9.92, -15.915 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 6: material id : 18 center of mass : -7.44, -9.16, 8.89 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 7: material id : 19 center of mass : -12.355, 51.085, 12.64 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 8: material id : 20 center of mass : -7.44, -9.16, 8.89 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 9: material id : 21 center of mass : -13.0645, 39.0553, 68.6476 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 --------------------------------------------------------------------------- contact interface 3 - 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 4 - 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 5 - 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 6 - 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 7 - 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 8 - 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 9 - 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 10 - 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 11 - 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 12 - 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 13 - 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 14 - 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 15 - 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 16 - 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 17 - 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 18 - 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 19 - 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 ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19879560 1 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.122698e+004 6.196227e+006 0.000000e+000 energy 1.464541e+002 2.954166e+001 1.464541e+001 displacement 1.934080e+004 1.934080e+004 1.934080e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19827036 2 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.122698e+004 3.604815e+006 0.000000e+000 energy 1.464541e+002 3.994826e-001 1.464541e+001 displacement 1.934080e+004 1.266476e+004 3.145957e-001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19781316 3 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 1.122698e+004 2.183005e+006 0.000000e+000 energy 1.464541e+002 8.521862e+003 1.464541e+001 displacement 1.934080e+004 1.453857e+003 2.583426e-001 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19761408 4 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 0.05 Retrying time step. Retry attempt 1 of max 5 AUTO STEPPER: retry step, dt = 0.025 ===== beginning time step 1 : 0.025 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19879776 1 Nonlinear solution status: time= 0.025 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.588095e+003 4.359031e+006 0.000000e+000 energy 1.467841e+002 2.427198e+001 1.467841e+001 displacement 1.634826e+004 1.634826e+004 1.634826e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19823724 2 Nonlinear solution status: time= 0.025 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.588095e+003 3.494634e+006 0.000000e+000 energy 1.467841e+002 4.571184e-001 1.467841e+001 displacement 1.634826e+004 1.133286e+004 2.498002e-001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19773972 3 Nonlinear solution status: time= 0.025 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.246352 convergence norms : INITIAL CURRENT REQUIRED residual 5.588095e+003 2.103381e+006 0.000000e+000 energy 1.467841e+002 2.932212e-001 1.467841e+001 displacement 1.634826e+004 1.564953e+002 1.822659e-001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19762560 4 Nonlinear solution status: time= 0.025 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.588095e+003 4.426177e+005 0.000000e+000 energy 1.467841e+002 1.552212e-001 1.467841e+001 displacement 1.634826e+004 1.886171e+003 2.362662e-001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19743264 5 Nonlinear solution status: time= 0.025 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.588095e+003 3.427527e+005 0.000000e+000 energy 1.467841e+002 3.303468e-002 1.467841e+001 displacement 1.634826e+004 1.978212e+003 3.434814e-001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19732860 6 Nonlinear solution status: time= 0.025 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.588095e+003 2.983859e+003 0.000000e+000 energy 1.467841e+002 4.908609e-003 1.467841e+001 displacement 1.634826e+004 1.425818e+002 4.347734e-001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19730574 7 Nonlinear solution status: time= 0.025 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.588095e+003 3.588678e+000 0.000000e+000 energy 1.467841e+002 2.320540e-006 1.467841e+001 displacement 1.634826e+004 2.369002e+001 4.522291e-001 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19728036 8 Nonlinear solution status: time= 0.025 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.588095e+003 3.713850e-003 0.000000e+000 energy 1.467841e+002 3.086518e-005 1.467841e+001 displacement 1.634826e+004 5.355713e-001 4.483863e-001 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19727280 9 Nonlinear solution status: time= 0.025 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.588095e+003 8.530074e-004 0.000000e+000 energy 1.467841e+002 5.649870e-006 1.467841e+001 displacement 1.634826e+004 5.003786e-002 4.472167e-001 ........................ augmentation # 1 max norm = 0.00577525 (0.03) max norm = 0.0425151 (0.03) max norm = 0.0227517 (0.03) max norm = 0.0582451 (0.03) max norm = 0.00728312 (0.03) max norm = 0.0125769 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.928372e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 1.078210e-005 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.507267e-014 1.000000e-002 moment: 1.000000e+000 *** angle : 1.078213e-005 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.241538e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 1.078213e-005 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.237043e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 7.563940e-013 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.370262e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 7.544031e-011 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.684151e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.781956e-011 1.000000e-004 convergence summary number of iterations : 9 number of reformations : 0 ------- converged at time : 0.025 Data Record #1 =========================================================================== Step = 1 Time = 0.025 Data = center_of_mass 1 -12.2297 50.9454 12.7211 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.43383 -9.0642 8.981 17 -3.34 -9.92 -15.8288 18 -7.44567 -9.06617 8.98102 19 -12.2449 50.9449 12.9271 20 -7.78274 -9.12221 8.98144 21 -12.8658 38.9095 68.727 Data Record #2 =========================================================================== Step = 1 Time = 0.025 Data = rotation_quaternion 1 0.00132332 0.00107143 -0.000978306 0.999998 2 0 0 0 1 3 0 0 0 1 4 -0.000119906 0.000609671 -0.00341199 0.999994 17 -1.063e-005 -1.80462e-006 -0.00341198 0.999994 18 -0.000125221 0.000608768 -0.00341199 0.999994 19 0.00150568 0.00107447 -0.00341513 0.999992 20 0.00153684 0.000890929 -0.00341303 0.999993 21 -0.00115159 0.000758623 -0.00160014 0.999998 Data Record #3 =========================================================================== Step = 1 Time = 0.025 Data = Reaction_Forces 1 -0.000190072 0.000609718 -1.24142e-005 2 0.0026183 -0.00266776 -0.013412 3 -0.00261791 0.00266732 0.0134118 4 -4.68947e-006 -3.16866e-007 2.03587e-005 17 8.85745e-008 1.53871e-008 8.55717e-008 18 -7.32799e-008 -1.04045e-007 3.98863e-007 19 -6.28825e-005 5.83441e-005 6.01081e-005 20 2.22641e-005 3.05467e-006 -6.27295e-005 21 3.0859e-006 3.22996e-007 6.21305e-006 Data Record #4 =========================================================================== Step = 1 Time = 0.025 Data = Reaction_Torques 1 -0.00218503 -5.06003e-005 -0.000757939 2 0.0933441 0.514819 -0.0821046 3 -0.00275305 -0.601356 0.11686 4 0.000166598 -0.000328106 1.2015e-005 17 -2.50459e-007 2.21948e-006 -1.09394e-007 18 -9.70217e-005 -1.57723e-005 -1.2936e-007 19 -0.00362096 -0.000742958 -0.0013965 20 -5.9791e-005 0.000358921 5.21741e-005 21 -8.83564e-006 3.57458e-005 -5.85625e-006 Data Record #5 =========================================================================== Step = 1 Time = 0.025 Data = Rigid_Connector_Force 1 0 0 0 2 1.54549e-008 -8.92883e-008 4.84435e-007 3 1.60291e-010 -6.30676e-010 1.53503e-013 4 8.87348e-008 1.47564e-008 8.55719e-008 5 5.53613e-009 -3.16293e-008 2.21388e-007 6 4.06239e-005 -6.14304e-005 2.84282e-006 7 -2.22586e-005 -3.08629e-006 6.29509e-005 8 0.0209491 0.0292988 0.000667163 Data Record #6 =========================================================================== Step = 1 Time = 0.025 Data = Rigid_Connector_Moment 1 0 0 0 2 31.9083 5.30502 -1.08363e-007 3 31.9084 5.30503 0 4 31.9084 5.30503 2.09832e-008 5 7.80756e-008 -4.52773e-007 2.22218e-006 6 -0.000125115 0.00018839 -8.75741e-006 7 1.97178e-007 -4.89161e-007 -5.34561e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.03 ===== beginning time step 2 : 0.055 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19727046 1 Nonlinear solution status: time= 0.055 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.245776e+003 4.578854e+002 0.000000e+000 energy 5.369570e-002 1.091687e-003 5.369570e-003 displacement 3.837399e+001 3.837399e+001 3.837399e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19730682 2 Nonlinear solution status: time= 0.055 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.245776e+003 1.822091e-002 0.000000e+000 energy 5.369570e-002 9.692102e-005 5.369570e-003 displacement 3.837399e+001 1.085446e+000 4.975621e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19730160 3 Nonlinear solution status: time= 0.055 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.245776e+003 2.588148e-005 0.000000e+000 energy 5.369570e-002 5.261664e-006 5.369570e-003 displacement 3.837399e+001 5.827473e-002 5.261514e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.00641968 (0.03) max norm = 0.0412123 (0.03) max norm = 0.0216593 (0.03) max norm = 0.0650181 (0.03) max norm = 0.00732523 (0.03) max norm = 0.0270286 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.786246e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.175557e-005 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.084019e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.175555e-005 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.895846e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.175555e-005 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.611842e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.014285e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.153865e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 4.564560e-011 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.424641e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.015436e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.055 Data Record #1 =========================================================================== Step = 2 Time = 0.055 Data = center_of_mass 1 -12.2298 50.9663 12.7142 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.43338 -9.04673 8.97326 17 -3.34 -9.92 -15.8347 18 -7.44801 -9.04915 8.97327 19 -12.2436 50.9659 12.9007 20 -7.79902 -9.1074 8.97355 21 -12.8845 38.9377 68.7215 Data Record #2 =========================================================================== Step = 2 Time = 0.055 Data = rotation_quaternion 1 0.0011801 0.000954376 -0.00133896 0.999998 2 0 0 0 1 3 0 0 0 1 4 -8.2572e-005 0.000381399 -0.00356975 0.999994 17 -1.159e-005 -1.96572e-006 -0.00356974 0.999994 18 -8.83671e-005 0.000380416 -0.00356975 0.999994 19 0.00134762 0.000956784 -0.00357409 0.999992 20 0.00140249 0.000633272 -0.00357033 0.999992 21 -0.00113289 0.000693033 -0.00195021 0.999997 Data Record #3 =========================================================================== Step = 2 Time = 0.055 Data = Reaction_Forces 1 -0.000120913 0.000346982 -2.67569e-005 2 0.016147 -0.0211541 -0.0843486 3 -0.0161462 0.0211543 0.0843482 4 0.000172394 2.30704e-005 9.70314e-005 17 2.85637e-005 4.69858e-006 9.41623e-007 18 -2.44305e-005 -2.95232e-005 1.11006e-005 19 -2.17802e-005 0.000113559 2.26793e-005 20 9.15691e-006 -2.25818e-005 -1.23372e-005 21 1.16399e-006 6.81713e-007 2.67344e-006 Data Record #4 =========================================================================== Step = 2 Time = 0.055 Data = Reaction_Torques 1 -0.000462332 0.000353926 -0.00137692 2 0.483768 3.25108 -0.720583 3 0.0161375 -3.78979 0.951387 4 0.00120217 0.000453861 -0.00144786 17 -0.000124083 0.00070753 -4.25752e-005 18 5.66719e-005 1.28913e-005 4.26714e-007 19 -0.00139338 -0.000356467 -0.000290232 20 -4.48818e-006 8.22015e-005 -4.60067e-006 21 7.64191e-007 3.24748e-006 -3.73387e-006 Data Record #5 =========================================================================== Step = 2 Time = 0.055 Data = Rigid_Connector_Force 1 0 0 0 2 4.12223e-006 -2.47853e-005 1.20422e-005 3 -1.10024e-008 3.93302e-008 -6.10274e-013 4 2.85527e-005 4.73791e-006 9.41623e-007 5 3.8621e-006 -2.32211e-005 1.13154e-005 6 1.64854e-005 -0.000114199 9.73252e-007 7 -5.2948e-006 -6.39275e-007 2.36526e-005 8 0.0216602 0.0279479 0.000557726 Data Record #6 =========================================================================== Step = 2 Time = 0.055 Data = Rigid_Connector_Moment 1 0 0 0 2 34.791 5.77301 -1.97067e-007 3 34.7909 5.773 0 4 34.7909 5.773 -6.23959e-007 5 8.95998e-006 -5.38741e-005 2.58633e-005 6 -2.11769e-005 0.000135283 -1.27487e-006 7 -8.93529e-006 -1.18827e-006 2.90989e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.034 ===== beginning time step 3 : 0.089 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19730160 1 Nonlinear solution status: time= 0.089 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.128704e+003 5.814464e+002 0.000000e+000 energy 6.948373e-002 1.743087e-003 6.948373e-003 displacement 4.797509e+001 4.797509e+001 4.797509e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19733454 2 Nonlinear solution status: time= 0.089 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.128704e+003 3.365251e-002 0.000000e+000 energy 6.948373e-002 1.274101e-004 6.948373e-003 displacement 4.797509e+001 1.482728e+000 6.364262e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19733184 3 Nonlinear solution status: time= 0.089 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.128704e+003 5.823647e-005 0.000000e+000 energy 6.948373e-002 8.253223e-006 6.948373e-003 displacement 4.797509e+001 8.799293e-002 6.779733e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.00718228 (0.03) max norm = 0.0397023 (0.03) max norm = 0.0204031 (0.03) max norm = 0.073024 (0.03) max norm = 0.0073956 (0.03) max norm = 0.043464 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.728926e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.287916e-005 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.678700e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.287917e-005 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.944531e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.287916e-005 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.792536e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 3.602217e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.754297e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 7.019409e-011 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.601814e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.910430e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.089 Data Record #1 =========================================================================== Step = 3 Time = 0.089 Data = center_of_mass 1 -12.229 50.9909 12.7062 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.43142 -9.02646 8.96429 17 -3.34 -9.92 -15.8418 18 -7.45068 -9.02965 8.9643 19 -12.2411 50.9906 12.8696 20 -7.81656 -9.09023 8.96441 21 -12.9044 38.9708 68.7151 Data Record #2 =========================================================================== Step = 3 Time = 0.089 Data = rotation_quaternion 1 0.0010121 0.00082619 -0.00176521 0.999998 2 0 0 0 1 3 0 0 0 1 4 -4.37123e-005 0.000142359 -0.00374958 0.999993 17 -1.26982e-005 -2.15132e-006 -0.00374957 0.999993 18 -5.00614e-005 0.000141283 -0.00374958 0.999993 19 0.00116152 0.000827936 -0.00375531 0.999992 20 0.0012408 0.000359979 -0.00374977 0.999992 21 -0.00110821 0.000629213 -0.00236703 0.999996 Data Record #3 =========================================================================== Step = 3 Time = 0.089 Data = Reaction_Forces 1 -0.000196194 0.000574544 -3.97641e-005 2 0.0326768 -0.0435036 -0.169904 3 -0.032676 0.0435038 0.169903 4 0.000344518 2.48696e-005 0.000192493 17 4.87816e-005 7.99922e-006 1.43382e-006 18 -4.2185e-005 -4.77448e-005 2.34497e-005 19 -4.13575e-005 0.000171316 3.21237e-005 20 1.83832e-005 -3.85944e-005 -8.75541e-006 21 1.928e-006 9.86859e-007 4.20609e-006 Data Record #4 =========================================================================== Step = 3 Time = 0.089 Data = Reaction_Torques 1 -0.000865649 0.000509273 -0.00206285 2 0.948989 6.5464 -1.49162 3 0.0438327 -7.63415 1.96106 4 0.00279499 0.00109037 -0.00328333 17 -0.000217601 0.0012073 -7.08769e-005 18 -1.73438e-005 3.45269e-006 -3.27079e-007 19 -0.00200422 -0.000509334 -0.000654911 20 1.36835e-006 0.000106042 9.126e-007 21 9.49333e-007 3.84824e-006 -5.61379e-006 Data Record #5 =========================================================================== Step = 3 Time = 0.089 Data = Rigid_Connector_Force 1 0 0 0 2 6.57567e-006 -3.96717e-005 2.48835e-005 3 -2.08949e-008 7.38894e-008 -2.19574e-012 4 4.87607e-005 8.07311e-006 1.43382e-006 5 6.65945e-006 -4.01771e-005 2.52645e-005 6 2.96337e-005 -0.000172898 1.89627e-006 7 -1.17237e-005 -1.58267e-006 3.40199e-005 8 0.022723 0.0264044 0.000409237 Data Record #6 =========================================================================== Step = 3 Time = 0.089 Data = Rigid_Connector_Moment 1 0 0 0 2 38.1186 6.31107 4.36687e-007 3 38.1186 6.31108 0 4 38.1186 6.31108 7.63473e-007 5 1.49984e-005 -9.04863e-005 5.71458e-005 6 -3.87564e-005 0.00020697 -2.51372e-006 7 -1.84961e-005 -2.49148e-006 5.41891e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0372 ===== beginning time step 4 : 0.1262 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19733094 1 Nonlinear solution status: time= 0.1262 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.988062e+003 6.680472e+002 0.000000e+000 energy 8.380167e-002 1.282836e-003 8.380167e-003 displacement 5.528119e+001 5.528119e+001 5.528119e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19737882 2 Nonlinear solution status: time= 0.1262 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.988062e+003 5.178449e-002 0.000000e+000 energy 8.380167e-002 1.968056e-004 8.380167e-003 displacement 5.528119e+001 2.097597e+000 7.425083e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19737072 3 Nonlinear solution status: time= 0.1262 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.988062e+003 8.898696e-005 0.000000e+000 energy 8.380167e-002 1.253266e-005 8.380167e-003 displacement 5.528119e+001 1.301620e-001 7.964560e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.00804994 (0.03) max norm = 0.038058 (0.03) max norm = 0.0211561 (0.03) max norm = 0.0825573 (0.03) max norm = 0.00781189 (0.03) max norm = 0.0612042 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.533151e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.405915e-005 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.618861e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.405911e-005 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.810938e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.405911e-005 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.202005e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 4.561420e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.481417e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.042623e-010 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.422837e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.928846e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.1262 Data Record #1 =========================================================================== Step = 4 Time = 0.1262 Data = center_of_mass 1 -12.2267 51.0183 12.6975 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.42742 -9.0039 8.95451 17 -3.34 -9.92 -15.8497 18 -7.45359 -9.00822 8.9545 19 -12.2369 51.0181 12.835 20 -7.83465 -9.07115 8.95443 21 -12.9237 39.0077 68.7083 Data Record #2 =========================================================================== Step = 4 Time = 0.1262 Data = rotation_quaternion 1 0.000824265 0.000695808 -0.00224745 0.999997 2 0 0 0 1 3 0 0 0 1 4 -5.58723e-006 -9.33799e-005 -0.00394885 0.999992 17 -1.38621e-005 -2.34565e-006 -0.00394885 0.999992 18 -1.25183e-005 -9.45528e-005 -0.00394885 0.999992 19 0.000952776 0.000696923 -0.00395612 0.999991 20 0.00105611 8.62736e-005 -0.00394875 0.999992 21 -0.00107898 0.000574827 -0.00284217 0.999995 Data Record #3 =========================================================================== Step = 4 Time = 0.1262 Data = Reaction_Forces 1 -0.000288819 0.000848263 -6.26124e-005 2 0.0517923 -0.0689875 -0.267731 3 -0.0517956 0.0689892 0.267729 4 0.000399663 7.04018e-005 0.000216043 17 6.71947e-005 1.10114e-005 2.09612e-006 18 -5.70582e-005 -7.23251e-005 1.8316e-005 19 -4.38899e-005 0.000244684 5.08495e-005 20 2.13468e-005 -5.67432e-005 -3.34648e-005 21 3.08533e-006 1.79046e-006 7.0412e-006 Data Record #4 =========================================================================== Step = 4 Time = 0.1262 Data = Reaction_Torques 1 -0.000998149 0.000857645 -0.00323724 2 1.47862 10.3092 -2.3686 3 0.079051 -12.0275 3.11259 4 0.0025737 0.00101128 -0.00360841 17 -0.000286842 0.00166516 -0.000100391 18 0.000126026 2.84231e-005 1.43842e-006 19 -0.00311706 -0.000802617 -0.000653093 20 -1.11939e-005 0.00017591 -1.57527e-005 21 1.62189e-007 9.29901e-006 -8.21544e-006 Data Record #5 =========================================================================== Step = 4 Time = 0.1262 Data = Rigid_Connector_Force 1 0 0 0 2 1.0109e-005 -6.1232e-005 2.04122e-005 3 -2.74392e-008 8.17042e-008 -2.28991e-012 4 6.71672e-005 1.10931e-005 2.09611e-006 5 9.59232e-006 -5.81025e-005 1.94569e-005 6 3.21354e-005 -0.000246043 2.07217e-006 7 -1.17545e-005 -1.35935e-006 5.29217e-005 8 0.0241602 0.0247359 0.000223612 Data Record #6 =========================================================================== Step = 4 Time = 0.1262 Data = Rigid_Connector_Moment 1 0 0 0 2 41.6137 6.87271 -2.7075e-007 3 41.6136 6.87269 0 4 41.6136 6.87269 -1.70963e-006 5 2.11783e-005 -0.00012828 4.26791e-005 6 -4.56797e-005 0.000309419 -2.99837e-006 7 -1.74889e-005 -2.28233e-006 5.5112e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.03976 ===== beginning time step 5 : 0.16596 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19736946 1 Nonlinear solution status: time= 0.16596 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.872930e+003 6.912154e+002 0.000000e+000 energy 9.620121e-002 2.464595e-003 9.620121e-003 displacement 6.043364e+001 6.043364e+001 6.043364e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19740924 2 Nonlinear solution status: time= 0.16596 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.872930e+003 6.494521e-002 0.000000e+000 energy 9.620121e-002 2.228688e-004 9.620121e-003 displacement 6.043364e+001 2.201432e+000 7.533895e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19740294 3 Nonlinear solution status: time= 0.16596 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.872930e+003 2.503996e-004 0.000000e+000 energy 9.620121e-002 1.659208e-005 9.620121e-003 displacement 6.043364e+001 1.400369e-001 8.112252e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.00896137 (0.03) max norm = 0.0362773 (0.03) max norm = 0.0240913 (0.03) max norm = 0.0933146 (0.03) max norm = 0.00868408 (0.03) max norm = 0.080005 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.853081e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.528400e-005 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.168935e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 1.528398e-005 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.230735e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.528397e-005 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.380414e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 3.470000e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.553095e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 6.012629e-011 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.399449e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 4.256788e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.16596 Data Record #1 =========================================================================== Step = 5 Time = 0.16596 Data = center_of_mass 1 -12.2202 51.0465 12.6882 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.42177 -8.97956 8.94411 17 -3.34 -9.92 -15.8583 18 -7.4567 -8.98531 8.94408 19 -12.229 51.0464 12.8061 20 -7.85085 -9.05024 8.94382 21 -12.9352 39.043 68.7004 Data Record #2 =========================================================================== Step = 5 Time = 0.16596 Data = rotation_quaternion 1 0.000683363 0.000611787 -0.00274287 0.999996 2 0 0 0 1 3 0 0 0 1 4 3.19735e-005 -0.000326775 -0.00415859 0.999991 17 -1.50703e-005 -2.54685e-006 -0.0041586 0.999991 18 2.44383e-005 -0.000328049 -0.00415859 0.999991 19 0.000790666 0.000612463 -0.00416795 0.999991 20 0.000923919 -0.000176038 -0.00415829 0.999991 21 -0.00105476 0.000546556 -0.00332997 0.999994 Data Record #3 =========================================================================== Step = 5 Time = 0.16596 Data = Reaction_Forces 1 -0.000286128 0.000770602 -4.03485e-006 2 0.0735582 -0.0976619 -0.378045 3 -0.0735593 0.0976631 0.378043 4 0.000621988 -0.000100838 0.000252442 17 8.12053e-005 1.32592e-005 2.63039e-006 18 -7.04184e-005 -7.88194e-005 3.94169e-005 19 2.8614e-005 8.67228e-005 3.23473e-005 20 -4.6772e-006 -5.57262e-005 3.04857e-006 21 2.30828e-006 1.94832e-006 6.90858e-006 Data Record #4 =========================================================================== Step = 5 Time = 0.16596 Data = Reaction_Torques 1 -0.000781546 -0.000954829 -0.000356534 2 2.07353 14.5471 -3.35318 3 0.12207 -16.9811 4.40902 4 0.00291066 0.00416679 -0.0121806 17 -0.000358889 0.00201011 -0.000120031 18 8.24658e-005 2.19903e-005 -6.88841e-007 19 -0.00193244 -0.000553123 0.000929968 20 4.78025e-005 0.000100276 -5.64601e-005 21 2.0244e-006 3.8223e-006 -7.89524e-006 Data Record #5 =========================================================================== Step = 5 Time = 0.16596 Data = Rigid_Connector_Force 1 0 0 0 2 1.0753e-005 -6.54483e-005 4.20473e-005 3 -3.389e-008 1.11873e-007 -3.39937e-012 4 8.11714e-005 1.3371e-005 2.63039e-006 5 8.73465e-006 -5.31638e-005 3.41802e-005 6 -1.52021e-005 -8.41603e-005 -1.21561e-006 7 1.34119e-005 2.56244e-006 3.11317e-005 8 0.0251049 0.0234192 7.91598e-005 Data Record #6 =========================================================================== Step = 5 Time = 0.16596 Data = Rigid_Connector_Moment 1 0 0 0 2 45.2423 7.45249 -1.46702e-006 3 45.2423 7.45248 0 4 45.2422 7.45248 -7.78794e-007 5 1.41907e-005 -8.63755e-005 5.63445e-005 6 3.21661e-005 0.000177469 2.57152e-006 7 -6.28579e-005 -9.09649e-006 0.00011079 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.041808 ===== beginning time step 6 : 0.207768 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19740276 1 Nonlinear solution status: time= 0.207768 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.808903e+003 6.582200e+002 0.000000e+000 energy 1.076086e-001 2.981518e-003 1.076086e-002 displacement 5.589132e+001 5.589132e+001 5.589132e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19745172 2 Nonlinear solution status: time= 0.207768 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.808903e+003 1.038041e-001 0.000000e+000 energy 1.076086e-001 2.566348e-004 1.076086e-002 displacement 5.589132e+001 2.355948e+000 7.791975e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19745154 3 Nonlinear solution status: time= 0.207768 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.808903e+003 1.670278e-004 0.000000e+000 energy 1.076086e-001 1.832537e-005 1.076086e-002 displacement 5.589132e+001 1.547765e-001 8.425705e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.00991851 (0.03) max norm = 0.0343992 (0.03) max norm = 0.0271772 (0.03) max norm = 0.105017 (0.03) max norm = 0.00969091 (0.03) max norm = 0.0995957 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.329258e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.656519e-005 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.523588e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 1.656520e-005 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.036832e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.656519e-005 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.942863e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 4.000611e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.897671e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 6.821107e-011 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.778258e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 4.735487e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.207768 Data Record #1 =========================================================================== Step = 6 Time = 0.207768 Data = center_of_mass 1 -12.2106 51.0753 12.6786 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.41506 -8.95396 8.93305 17 -3.34 -9.92 -15.8676 18 -7.45993 -8.96133 8.933 19 -12.2183 51.0752 12.7812 20 -7.86597 -9.02803 8.93253 21 -12.9412 39.0772 68.6918 Data Record #2 =========================================================================== Step = 6 Time = 0.207768 Data = rotation_quaternion 1 0.000576718 0.0005597 -0.00325502 0.999994 2 0 0 0 1 3 0 0 0 1 4 6.901e-005 -0.000558206 -0.00437947 0.99999 17 -1.63342e-005 -2.75674e-006 -0.00437949 0.99999 18 6.08429e-005 -0.000559585 -0.00437947 0.99999 19 0.000662335 0.000560074 -0.0043913 0.99999 20 0.000829403 -0.000429874 -0.00437904 0.99999 21 -0.00103285 0.000536456 -0.00383461 0.999992 Data Record #3 =========================================================================== Step = 6 Time = 0.207768 Data = Reaction_Forces 1 -0.000250182 0.000824699 -7.56142e-005 2 0.0978948 -0.129394 -0.500372 3 -0.0978957 0.129397 0.50037 4 0.000658607 4.62335e-005 0.000314687 17 0.000102315 1.66547e-005 3.01981e-006 18 -8.89308e-005 -9.82946e-005 4.03879e-005 19 3.26488e-005 8.98095e-005 3.62892e-005 20 -2.95386e-006 -7.21314e-005 2.11254e-006 21 3.10799e-006 2.49803e-006 8.88418e-006 Data Record #4 =========================================================================== Step = 6 Time = 0.207768 Data = Reaction_Torques 1 0.000820884 0.00116066 -0.00319918 2 2.73129 19.2414 -4.44053 3 0.172672 -22.4712 5.84359 4 0.00543276 0.0014848 -0.00667416 17 -0.00044965 0.0025329 -0.000151419 18 -1.4242e-005 8.40713e-006 7.62165e-007 19 -0.00217785 -0.0006184 0.000991698 20 6.26622e-005 0.000105741 -6.39142e-005 21 2.08346e-006 5.43142e-006 -9.96746e-006 Data Record #5 =========================================================================== Step = 6 Time = 0.207768 Data = Rigid_Connector_Force 1 0 0 0 2 1.33377e-005 -8.14947e-005 4.34077e-005 3 -4.60827e-008 1.45223e-007 -4.89139e-012 4 0.000102269 1.67999e-005 3.01981e-006 5 1.13543e-005 -6.9376e-005 3.69724e-005 6 -1.83407e-005 -8.70542e-005 -1.42937e-006 7 1.43082e-005 2.75535e-006 3.48598e-005 8 0.0257375 0.0223622 -5.4222e-005 Data Record #6 =========================================================================== Step = 6 Time = 0.207768 Data = Rigid_Connector_Moment 1 0 0 0 2 49.0383 8.05554 -4.13012e-007 3 49.0384 8.05554 0 4 49.0383 8.05554 -1.17593e-006 5 1.71068e-005 -0.00010453 5.64386e-005 6 4.15116e-005 0.000200352 3.23739e-006 7 -7.8209e-005 -1.14745e-005 0.000118043 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0434464 ===== beginning time step 7 : 0.251214 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19745334 1 Nonlinear solution status: time= 0.251214 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.806970e+003 6.571911e+002 0.000000e+000 energy 1.177964e-001 3.323714e-003 1.177964e-002 displacement 5.945415e+001 5.945415e+001 5.945415e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19749672 2 Nonlinear solution status: time= 0.251214 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.806970e+003 1.352996e-001 0.000000e+000 energy 1.177964e-001 2.711235e-004 1.177964e-002 displacement 5.945415e+001 2.441799e+000 8.323876e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19749456 3 Nonlinear solution status: time= 0.251214 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.806970e+003 1.589276e-004 0.000000e+000 energy 1.177964e-001 1.926519e-005 1.177964e-002 displacement 5.945415e+001 1.615039e-001 8.998863e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0109317 (0.03) max norm = 0.0324502 (0.03) max norm = 0.0303685 (0.03) max norm = 0.117575 (0.03) max norm = 0.0107711 (0.03) max norm = 0.119662 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.038612e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.792282e-005 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.694382e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 1.792281e-005 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.871036e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.792280e-005 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.313743e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 3.931395e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.735283e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 7.265599e-011 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.957833e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 4.747768e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.251214 Data Record #1 =========================================================================== Step = 7 Time = 0.2512144 Data = center_of_mass 1 -12.1996 51.1052 12.6686 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.40732 -8.9273 8.92136 17 -3.34 -9.92 -15.8775 18 -7.46324 -8.93646 8.92127 19 -12.2062 51.1052 12.7556 20 -7.88102 -9.00489 8.9206 21 -12.9457 39.1125 68.6828 Data Record #2 =========================================================================== Step = 7 Time = 0.2512144 Data = rotation_quaternion 1 0.00046983 0.000513697 -0.00379516 0.999993 2 0 0 0 1 3 0 0 0 1 4 0.000104755 -0.000783339 -0.00461115 0.999989 17 -1.76736e-005 -2.97858e-006 -0.00461117 0.999989 18 9.59182e-005 -0.000784828 -0.00461114 0.999989 19 0.000532438 0.000513848 -0.00462557 0.999989 20 0.000733195 -0.000677426 -0.00461065 0.999989 21 -0.00100879 0.00053496 -0.00436887 0.99999 Data Record #3 =========================================================================== Step = 7 Time = 0.2512144 Data = Reaction_Forces 1 -0.000249941 0.000819369 -7.59322e-005 2 0.124562 -0.163875 -0.633514 3 -0.124563 0.163876 0.633512 4 0.000614109 4.54272e-005 0.000319956 17 9.74114e-005 1.57854e-005 3.14001e-006 18 -8.46042e-005 -9.42655e-005 4.01404e-005 19 3.43689e-005 9.83911e-005 3.78505e-005 20 -4.96888e-006 -6.62979e-005 -1.34463e-006 21 3.10799e-006 2.51567e-006 8.94675e-006 Data Record #4 =========================================================================== Step = 7 Time = 0.2512144 Data = Reaction_Torques 1 0.000826123 0.00117561 -0.00327452 2 3.44548 24.3463 -5.62012 3 0.230422 -28.4454 7.40287 4 0.00488402 0.00182645 -0.00587639 17 -0.000424807 0.00241178 -0.000143509 18 6.21718e-005 2.08228e-005 -3.93676e-007 19 -0.00226126 -0.000648816 0.00105649 20 5.43968e-005 0.000115838 -6.81108e-005 21 2.05601e-006 5.7576e-006 -9.84305e-006 Data Record #5 =========================================================================== Step = 7 Time = 0.2512144 Data = Rigid_Connector_Force 1 0 0 0 2 1.27587e-005 -7.83178e-005 4.32804e-005 3 -4.83969e-008 1.62379e-007 -5.9102e-012 4 9.7363e-005 1.59477e-005 3.14e-006 5 1.0322e-005 -6.33607e-005 3.50422e-005 6 -1.9078e-005 -9.5454e-005 -1.46362e-006 7 1.52909e-005 2.93714e-006 3.63869e-005 8 0.0265019 0.0213239 -0.000223339 Data Record #6 =========================================================================== Step = 7 Time = 0.2512144 Data = Rigid_Connector_Moment 1 0 0 0 2 53.0614 8.69116 -8.69956e-007 3 53.0614 8.69115 0 4 53.0613 8.69115 -4.77118e-007 5 1.66052e-005 -0.000101935 5.69545e-005 6 4.11778e-005 0.00021402 3.16202e-006 7 -7.17713e-005 -1.02959e-005 0.000122597 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0447571 ===== beginning time step 8 : 0.295972 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19749528 1 Nonlinear solution status: time= 0.295972 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.870049e+003 6.611192e+002 0.000000e+000 energy 1.268102e-001 3.512058e-003 1.268102e-002 displacement 6.181142e+001 6.181142e+001 6.181142e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19753956 2 Nonlinear solution status: time= 0.295972 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.870049e+003 1.607799e-001 0.000000e+000 energy 1.268102e-001 2.931429e-004 1.268102e-002 displacement 6.181142e+001 2.526403e+000 8.678176e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19753614 3 Nonlinear solution status: time= 0.295972 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.870049e+003 1.922169e-004 0.000000e+000 energy 1.268102e-001 2.250798e-005 1.268102e-002 displacement 6.181142e+001 1.822644e-001 9.416968e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0119991 (0.03) max norm = 0.0313299 (0.03) max norm = 0.0335977 (0.03) max norm = 0.130933 (0.03) max norm = 0.0119257 (0.03) max norm = 0.140015 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.897981e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.935559e-005 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.118356e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 1.935561e-005 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.073767e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.935560e-005 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.810715e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 4.344225e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.127376e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 8.513053e-011 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.608254e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 5.233044e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.295972 Data Record #1 =========================================================================== Step = 8 Time = 0.29597152 Data = center_of_mass 1 -12.1873 51.136 12.6584 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.39889 -8.89993 8.90923 17 -3.34 -9.92 -15.8879 18 -7.46659 -8.91099 8.90909 19 -12.1927 51.136 12.7296 20 -7.89623 -8.98115 8.90822 21 -12.9485 39.1485 68.6736 Data Record #2 =========================================================================== Step = 8 Time = 0.29597152 Data = rotation_quaternion 1 0.000364678 0.000474421 -0.00436175 0.99999 2 0 0 0 1 3 0 0 0 1 4 0.000138885 -0.00100026 -0.00485523 0.999988 17 -1.90872e-005 -3.21204e-006 -0.00485526 0.999988 18 0.000129341 -0.00100187 -0.00485522 0.999988 19 0.000403193 0.000474438 -0.00487233 0.999988 20 0.000637228 -0.000916401 -0.00485472 0.999988 21 -0.000982727 0.000542109 -0.00493145 0.999987 Data Record #3 =========================================================================== Step = 8 Time = 0.29597152 Data = Reaction_Forces 1 -0.000287394 0.000944807 -8.72666e-005 2 0.153407 -0.200916 -0.776755 3 -0.15341 0.200918 0.776754 4 0.000677533 5.39214e-005 0.000377655 17 0.00010597 1.70911e-005 3.61204e-006 18 -9.20016e-005 -0.000103082 4.37591e-005 19 3.73059e-005 0.000113741 4.4822e-005 20 -4.77028e-006 -7.07805e-005 -5.79315e-006 21 3.6477e-006 2.88735e-006 1.02784e-005 Data Record #4 =========================================================================== Step = 8 Time = 0.29597152 Data = Reaction_Torques 1 0.000917279 0.00133175 -0.00372186 2 4.21256 29.8345 -6.8855 3 0.294788 -34.8712 9.07809 4 0.00550435 0.0024872 -0.00635323 17 -0.000459723 0.0026238 -0.00015732 18 -2.16192e-005 8.92576e-006 1.10393e-006 19 -0.00267778 -0.000755143 0.00109802 20 5.58055e-005 0.000144592 -7.6211e-005 21 1.74833e-006 8.19187e-006 -1.09947e-005 Data Record #5 =========================================================================== Step = 8 Time = 0.29597152 Data = Rigid_Connector_Force 1 0 0 0 2 1.39116e-005 -8.57872e-005 4.73712e-005 3 -5.66615e-008 2.04117e-007 -8.27104e-012 4 0.000105913 1.72952e-005 3.61203e-006 5 1.09758e-005 -6.76841e-005 3.74049e-005 6 -2.15598e-005 -0.000110645 -1.62396e-006 7 1.57461e-005 3.09643e-006 4.31981e-005 8 0.0273941 0.0203228 -0.000424617 Data Record #6 =========================================================================== Step = 8 Time = 0.29597152 Data = Rigid_Connector_Moment 1 0 0 0 2 57.3078 9.35796 -6.26528e-007 3 57.3078 9.35797 0 4 57.3078 9.35797 -1.73149e-006 5 1.8285e-005 -0.000112762 6.27327e-005 6 4.77939e-005 0.000250854 3.60041e-006 7 -7.77361e-005 -1.10378e-005 0.000135947 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0458057 ===== beginning time step 9 : 0.341777 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19753686 1 Nonlinear solution status: time= 0.341777 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.013584e+003 6.580590e+002 0.000000e+000 energy 1.348714e-001 2.172088e-003 1.348714e-002 displacement 6.354395e+001 6.354395e+001 6.354395e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19761480 2 Nonlinear solution status: time= 0.341777 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.013584e+003 2.971270e-001 0.000000e+000 energy 1.348714e-001 2.002466e-004 1.348714e-002 displacement 6.354395e+001 1.724133e+000 7.388490e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19760418 3 Nonlinear solution status: time= 0.341777 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.013584e+003 2.449432e-004 0.000000e+000 energy 1.348714e-001 9.592865e-006 1.348714e-002 displacement 6.354395e+001 7.540875e-002 7.724030e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0127648 (0.03) max norm = 0.0315942 (0.03) max norm = 0.036637 (0.03) max norm = 0.145511 (0.03) max norm = 0.0126524 (0.03) max norm = 0.160967 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.962042e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.000400e-005 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.007623e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 2.000399e-005 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.370266e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.000399e-005 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.862263e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 5.535803e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.705334e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.866346e-011 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.284640e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 3.830443e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.341777 Data Record #1 =========================================================================== Step = 9 Time = 0.341777216 Data = center_of_mass 1 -12.179 51.1646 12.6485 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.39106 -8.87452 8.89884 17 -3.34 -9.92 -15.8968 18 -7.46988 -8.88736 8.89865 19 -12.1831 51.1646 12.7032 20 -7.90587 -8.95841 8.89758 21 -12.9515 39.1841 68.665 Data Record #2 =========================================================================== Step = 9 Time = 0.341777216 Data = rotation_quaternion 1 0.000237248 0.000439444 -0.00477145 0.999988 2 0 0 0 1 3 0 0 0 1 4 0.000170492 -0.00119513 -0.00501857 0.999987 17 -1.97272e-005 -3.31641e-006 -0.00501861 0.999987 18 0.000160628 -0.00119679 -0.00501856 0.999987 19 0.000257389 0.000439411 -0.00503833 0.999987 20 0.000522215 -0.00113601 -0.00501814 0.999987 21 -0.000972755 0.000546602 -0.00532834 0.999985 Data Record #3 =========================================================================== Step = 9 Time = 0.341777216 Data = Reaction_Forces 1 -0.000200591 0.000688079 -8.58237e-005 2 0.185528 -0.242 -0.935292 3 -0.18553 0.242 0.935291 4 0.000999056 -2.79071e-005 0.000346716 17 -9.24527e-005 -1.48637e-005 2.69202e-006 18 7.80405e-005 0.000103382 2.24252e-006 19 6.12123e-005 9.06682e-005 -1.29683e-005 20 -3.52022e-005 -3.45126e-005 1.30256e-005 21 3.86684e-006 -3.15513e-007 8.156e-006 Data Record #4 =========================================================================== Step = 9 Time = 0.341777216 Data = Reaction_Torques 1 -0.00228536 -0.000910866 -0.00304574 2 5.05496 35.9027 -8.28814 3 0.372985 -41.9817 10.9387 4 0.00311045 0.00283516 -0.0130189 17 0.000384575 -0.00229278 0.000135352 18 1.42793e-005 1.64676e-005 5.59632e-007 19 0.000985526 9.09851e-005 0.00251372 20 -8.78794e-005 6.68895e-005 -7.80849e-005 21 -1.23571e-005 2.64132e-005 -5.18181e-006 Data Record #5 =========================================================================== Step = 9 Time = 0.341777216 Data = Rigid_Connector_Force 1 0 0 0 2 -1.44041e-005 8.83176e-005 4.93455e-006 3 8.03699e-009 -2.00601e-007 8.02604e-012 4 -9.24446e-005 -1.50643e-005 2.69203e-006 5 4.60064e-006 -2.82091e-005 -1.52824e-006 6 -2.14095e-005 -8.43647e-005 -1.58555e-006 7 3.98028e-005 6.30349e-006 -1.45539e-005 8 0.0277223 0.0191016 -0.000518146 Data Record #6 =========================================================================== Step = 9 Time = 0.341777216 Data = Rigid_Connector_Moment 1 0 0 0 2 59.2307 9.65211 1.14152e-007 3 59.2307 9.6521 0 4 59.2307 9.6521 -4.46393e-007 5 -2.67033e-005 0.00016376 7.09562e-006 6 -2.29249e-005 -8.28608e-005 -1.69962e-006 7 7.47982e-005 1.32618e-005 8.62231e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0466446 ===== beginning time step 10 : 0.388422 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19760256 1 Nonlinear solution status: time= 0.388422 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.025030e+004 8.270579e+001 0.000000e+000 energy 1.354230e-001 4.027646e-004 1.354230e-002 displacement 3.958348e+001 3.958348e+001 3.958348e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19766664 2 Nonlinear solution status: time= 0.388422 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.025030e+004 2.696777e-001 0.000000e+000 energy 1.354230e-001 1.196924e-004 1.354230e-002 displacement 3.958348e+001 1.203262e+000 4.831569e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19765656 3 Nonlinear solution status: time= 0.388422 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.025030e+004 1.143013e-004 0.000000e+000 energy 1.354230e-001 6.938994e-006 1.354230e-002 displacement 3.958348e+001 5.215130e-002 5.096084e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0129808 (0.03) max norm = 0.0318846 (0.03) max norm = 0.0392105 (0.03) max norm = 0.162467 (0.03) max norm = 0.0126207 (0.03) max norm = 0.182434 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.376068e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.947504e-005 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.406793e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.947504e-005 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.074254e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.947504e-005 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.263783e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 3.374287e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.554420e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.384047e-011 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.818693e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.359309e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.388422 Data Record #1 =========================================================================== Step = 10 Time = 0.388421773 Data = center_of_mass 1 -12.1783 51.1876 12.6394 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.38451 -8.85364 8.89168 17 -3.34 -9.92 -15.9028 18 -7.47296 -8.86805 8.89144 19 -12.1812 51.1876 12.6777 20 -7.90588 -8.93858 8.89024 21 -12.9552 39.2171 68.6581 Data Record #2 =========================================================================== Step = 10 Time = 0.388421773 Data = rotation_quaternion 1 8.13651e-005 0.000411059 -0.00489433 0.999988 2 0 0 0 1 3 0 0 0 1 4 0.000196927 -0.00134775 -0.00503701 0.999986 17 -1.92056e-005 -3.22836e-006 -0.00503705 0.999987 18 0.000187325 -0.00134936 -0.00503699 0.999986 19 9.381e-005 0.000411011 -0.00505917 0.999987 20 0.000384128 -0.00131628 -0.00503675 0.999986 21 -0.000991001 0.000543403 -0.00542476 0.999985 Data Record #3 =========================================================================== Step = 10 Time = 0.388421773 Data = Reaction_Forces 1 -0.000109739 0.000370901 -4.90941e-005 2 0.221419 -0.287829 -1.11124 3 -0.221422 0.287829 1.11124 4 0.000631795 -4.20744e-005 0.000243062 17 -5.99295e-005 -9.68079e-006 1.41876e-006 18 4.96818e-005 7.26788e-005 2.57188e-008 19 4.06667e-005 5.76799e-005 -8.94656e-006 20 -2.39926e-005 -1.65813e-005 9.74721e-006 21 2.01137e-006 -3.11419e-007 4.59583e-006 Data Record #4 =========================================================================== Step = 10 Time = 0.388421773 Data = Reaction_Torques 1 -0.00131283 -0.000520572 -0.00180864 2 5.9774 42.6291 -9.85295 3 0.466378 -49.8663 13.0123 4 0.00180656 0.00256317 -0.00836073 17 0.000245946 -0.0014866 8.44904e-005 18 -1.57621e-005 4.76823e-006 3.41881e-006 19 0.000668338 5.01116e-005 0.00163975 20 -5.32695e-005 3.41157e-005 -5.11277e-005 21 -6.7903e-006 1.28096e-005 -2.48846e-006 Data Record #5 =========================================================================== Step = 10 Time = 0.388421773 Data = Rigid_Connector_Force 1 0 0 0 2 -1.0254e-005 6.29142e-005 1.44449e-006 3 -6.28808e-009 -8.38324e-008 3.23942e-012 4 -5.99358e-005 -9.76462e-006 1.41877e-006 5 2.03243e-006 -1.24705e-005 -2.67806e-007 6 -1.46416e-005 -5.3569e-005 -1.06845e-006 7 2.60251e-005 4.11083e-006 -1.0015e-005 8 0.0270946 0.0176101 -0.000452066 Data Record #6 =========================================================================== Step = 10 Time = 0.388421773 Data = Rigid_Connector_Moment 1 0 0 0 2 57.6648 9.39475 -1.31945e-007 3 57.6648 9.39475 0 4 57.6648 9.39475 -3.55124e-006 5 -1.62794e-005 9.99062e-005 9.76302e-007 6 -1.19698e-005 -3.9749e-005 -8.75811e-007 7 4.63659e-005 8.22899e-006 5.28411e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0473156 ===== beginning time step 11 : 0.435737 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19765674 1 Nonlinear solution status: time= 0.435737 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.159753e+004 2.336083e+001 0.000000e+000 energy 1.386442e-001 1.300608e-003 1.386442e-002 displacement 3.163168e+001 3.163168e+001 3.163168e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19771542 2 Nonlinear solution status: time= 0.435737 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.159753e+004 1.666365e-002 0.000000e+000 energy 1.386442e-001 1.028856e-004 1.386442e-002 displacement 3.163168e+001 8.085782e-001 4.057747e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19770606 3 Nonlinear solution status: time= 0.435737 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.159753e+004 5.554793e-005 0.000000e+000 energy 1.386442e-001 7.059273e-006 1.386442e-002 displacement 3.163168e+001 5.171253e-002 4.318656e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0129771 (0.03) max norm = 0.032161 (0.03) max norm = 0.0415494 (0.03) max norm = 0.180447 (0.03) max norm = 0.012293 (0.03) max norm = 0.203962 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.382735e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.846941e-005 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.557730e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.846942e-005 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.348041e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.846942e-005 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.656517e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 2.241923e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.164738e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.604105e-012 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.264300e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.990121e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.435737 Data Record #1 =========================================================================== Step = 11 Time = 0.435737418 Data = center_of_mass 1 -12.1802 51.2083 12.6308 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.37816 -8.83467 8.8857 17 -3.34 -9.92 -15.9079 18 -7.47594 -8.85061 8.88541 19 -12.1818 51.2083 12.6528 20 -7.90164 -8.92 8.88412 21 -12.9582 39.2485 68.6518 Data Record #2 =========================================================================== Step = 11 Time = 0.435737418 Data = rotation_quaternion 1 -8.3085e-005 0.000389846 -0.00490172 0.999988 2 0 0 0 1 3 0 0 0 1 4 0.000219783 -0.00147426 -0.00499678 0.999986 17 -1.82138e-005 -3.0624e-006 -0.00499683 0.999988 18 0.000210676 -0.00147579 -0.00499677 0.999986 19 -7.40597e-005 0.000389791 -0.00502123 0.999987 20 0.000238781 -0.00147106 -0.00499675 0.999986 21 -0.00102039 0.000541699 -0.00540119 0.999985 Data Record #3 =========================================================================== Step = 11 Time = 0.435737418 Data = Reaction_Forces 1 -4.94021e-005 0.000147905 -2.87341e-005 2 0.260147 -0.337216 -1.3002 3 -0.260153 0.337215 1.30019 4 0.000324218 -3.01181e-005 0.000136079 17 -4.28862e-005 -6.95496e-006 1.55085e-006 18 3.58516e-005 5.00792e-005 2.28413e-006 19 3.47778e-005 5.36533e-005 -1.97242e-006 20 -2.21628e-005 -3.64117e-006 2.87899e-006 21 8.12755e-007 -2.21669e-007 2.49482e-006 Data Record #4 =========================================================================== Step = 11 Time = 0.435737418 Data = Reaction_Torques 1 -0.000651731 -0.000265916 -0.00126414 2 6.95821 49.8466 -11.5394 3 0.573808 -58.331 15.2476 4 0.000493422 0.00198786 -0.00457625 17 0.000178903 -0.0010635 5.77259e-005 18 -3.41305e-005 2.82838e-006 4.86069e-006 19 0.000220028 -4.19265e-005 0.00140255 20 -3.9886e-005 4.34831e-005 -4.39246e-005 21 -3.04609e-006 5.27216e-006 -1.45325e-006 Data Record #5 =========================================================================== Step = 11 Time = 0.435737418 Data = Rigid_Connector_Force 1 0 0 0 2 -7.03515e-006 4.30887e-005 3.83498e-006 3 -5.71851e-010 -3.55727e-008 1.31971e-012 4 -4.28868e-005 -6.99053e-006 1.55085e-006 5 1.06637e-008 -6.55083e-008 5.08619e-009 6 -1.26044e-005 -5.00776e-005 -9.01484e-007 7 2.21734e-005 3.57566e-006 -2.87391e-006 8 0.0261298 0.0160518 -0.000343995 Data Record #6 =========================================================================== Step = 11 Time = 0.435737418 Data = Rigid_Connector_Moment 1 0 0 0 2 54.6865 8.91404 -4.0939e-007 3 54.6865 8.91404 0 4 54.6865 8.91404 -5.27058e-006 5 -1.07946e-005 6.61115e-005 6.02876e-006 6 -4.19467e-006 -6.58342e-006 -3.09149e-007 7 3.18263e-005 5.84623e-006 5.0174e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0478525 ===== beginning time step 12 : 0.48359 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19770588 1 Nonlinear solution status: time= 0.48359 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.307616e+004 1.566235e+001 0.000000e+000 energy 1.436119e-001 1.270657e-003 1.436119e-002 displacement 2.884351e+001 2.884351e+001 2.884351e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19775988 2 Nonlinear solution status: time= 0.48359 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.307616e+004 2.083143e-002 0.000000e+000 energy 1.436119e-001 9.286376e-005 1.436119e-002 displacement 2.884351e+001 7.223494e-001 3.708668e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19775376 3 Nonlinear solution status: time= 0.48359 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.307616e+004 6.192809e-005 0.000000e+000 energy 1.436119e-001 5.900877e-006 1.436119e-002 displacement 2.884351e+001 4.301867e-002 3.938268e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0128615 (0.03) max norm = 0.0333055 (0.03) max norm = 0.0437305 (0.03) max norm = 0.199193 (0.03) max norm = 0.012457 (0.03) max norm = 0.225502 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.195819e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.711084e-005 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.943849e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.711084e-005 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.193417e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.711084e-005 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.456838e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 2.273762e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.465192e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 5.340444e-012 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.003328e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.766346e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.48359 Data Record #1 =========================================================================== Step = 12 Time = 0.483589935 Data = center_of_mass 1 -12.1834 51.2276 12.6224 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.37206 -8.81679 8.88043 17 -3.34 -9.92 -15.9123 18 -7.47885 -8.83421 8.88009 19 -12.1838 51.2277 12.6283 20 -7.89533 -8.90216 8.87873 21 -12.9607 39.2791 68.6459 Data Record #2 =========================================================================== Step = 12 Time = 0.483589935 Data = rotation_quaternion 1 -0.000250842 0.000373131 -0.00485 0.999988 2 0 0 0 1 3 0 0 0 1 4 0.000240582 -0.001585 -0.00492786 0.999987 17 -1.68738e-005 -2.83829e-006 -0.00492791 0.999988 18 0.000232145 -0.00158642 -0.00492785 0.999987 19 -0.000242945 0.000373067 -0.00495454 0.999988 20 9.06156e-005 -0.00161022 -0.00492811 0.999987 21 -0.00105543 0.000541526 -0.00531651 0.999985 Data Record #3 =========================================================================== Step = 12 Time = 0.483589935 Data = Reaction_Forces 1 -5.71207e-005 0.000182623 -3.06034e-005 2 0.301668 -0.39011 -1.50202 3 -0.301672 0.39011 1.50202 4 0.000350434 -2.59739e-005 0.000131261 17 -4.13648e-005 -6.69863e-006 1.42578e-006 18 3.46169e-005 4.80349e-005 1.79568e-006 19 2.99007e-005 4.65331e-005 -2.8617e-006 20 -1.89032e-005 -6.52767e-006 3.3386e-006 21 9.85608e-007 -2.10497e-007 2.56817e-006 Data Record #4 =========================================================================== Step = 12 Time = 0.483589935 Data = Reaction_Torques 1 -0.000692832 -0.000296139 -0.001199 2 7.9971 57.5503 -13.3458 3 0.695325 -67.3698 17.6427 4 0.000433261 0.00189618 -0.00513513 17 0.000172921 -0.00102574 5.98853e-005 18 4.04744e-006 5.26763e-006 2.19921e-006 19 0.000258423 -1.56008e-005 0.00123034 20 -3.71622e-005 4.0857e-005 -3.82902e-005 21 -3.65211e-006 6.57544e-006 -1.52061e-006 Data Record #5 =========================================================================== Step = 12 Time = 0.483589935 Data = Rigid_Connector_Force 1 0 0 0 2 -6.74617e-006 4.12868e-005 3.22147e-006 3 1.74194e-009 -4.94078e-008 1.68013e-012 4 -4.13631e-005 -6.74804e-006 1.42579e-006 5 5.55903e-007 -3.40236e-006 -2.5426e-007 6 -1.04416e-005 -4.34077e-005 -7.31163e-007 7 1.94591e-005 3.12531e-006 -3.59286e-006 8 0.0250042 0.014471 -0.000208909 Data Record #6 =========================================================================== Step = 12 Time = 0.483589935 Data = Rigid_Connector_Moment 1 0 0 0 2 50.6627 8.26532 1.32804e-006 3 50.6627 8.26532 0 4 50.6627 8.26532 -8.71594e-007 5 -1.09692e-005 6.71355e-005 5.04871e-006 6 -3.89406e-006 -1.55385e-005 -2.73479e-007 7 2.95958e-005 5.41562e-006 4.36204e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.048282 ===== beginning time step 13 : 0.531872 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19775412 1 Nonlinear solution status: time= 0.531872 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.472247e+004 1.559473e+001 0.000000e+000 energy 1.486838e-001 1.039208e-003 1.486838e-002 displacement 2.672015e+001 2.672015e+001 2.672015e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19780146 2 Nonlinear solution status: time= 0.531872 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.472247e+004 7.160194e-002 0.000000e+000 energy 1.486838e-001 7.714514e-005 1.486838e-002 displacement 2.672015e+001 7.127747e-001 3.446391e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19779894 3 Nonlinear solution status: time= 0.531872 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.472247e+004 6.889380e-005 0.000000e+000 energy 1.486838e-001 4.517475e-006 1.486838e-002 displacement 2.672015e+001 3.435358e-002 3.644394e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0126187 (0.03) max norm = 0.0354506 (0.03) max norm = 0.0457138 (0.03) max norm = 0.218591 (0.03) max norm = 0.0125112 (0.03) max norm = 0.246951 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.169762e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.541670e-005 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.126296e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.541671e-005 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.109397e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.541671e-005 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.790759e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 2.314219e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.772054e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 9.430813e-012 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.823442e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.521911e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.531872 Data Record #1 =========================================================================== Step = 13 Time = 0.531871948 Data = center_of_mass 1 -12.1881 51.2456 12.6144 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.3663 -8.80001 8.87567 17 -3.34 -9.92 -15.9164 18 -7.48172 -8.81887 8.87527 19 -12.1873 51.2456 12.6041 20 -7.88662 -8.88501 8.87387 21 -12.9629 39.3088 68.6405 Data Record #2 =========================================================================== Step = 13 Time = 0.531871948 Data = rotation_quaternion 1 -0.000423235 0.000360869 -0.00473019 0.999989 2 0 0 0 1 3 0 0 0 1 4 0.000259266 -0.00167971 -0.00482534 0.999987 17 -1.52029e-005 -2.55883e-006 -0.00482539 0.999988 18 0.000251665 -0.00168099 -0.00482533 0.999987 19 -0.000413869 0.000360772 -0.00485417 0.999988 20 -6.13952e-005 -0.00173368 -0.00482589 0.999987 21 -0.0010971 0.000542279 -0.00516105 0.999986 Data Record #3 =========================================================================== Step = 13 Time = 0.531871948 Data = Reaction_Forces 1 -7.58515e-005 0.000255695 -3.42374e-005 2 0.34595 -0.44654 -1.71656 3 -0.345953 0.44654 1.71656 4 0.000436953 -2.67258e-005 0.000169192 17 -4.05417e-005 -6.57141e-006 1.09124e-006 18 3.38183e-005 4.77667e-005 -2.87189e-007 19 2.6316e-005 3.92279e-005 -5.44666e-006 20 -1.53965e-005 -1.23489e-005 5.91486e-006 21 1.3666e-006 -1.85549e-007 3.07186e-006 Data Record #4 =========================================================================== Step = 13 Time = 0.531871948 Data = Reaction_Torques 1 -0.000866757 -0.000354567 -0.00122847 2 9.09089 65.7346 -15.2739 3 0.831893 -76.9752 20.1987 4 0.000842544 0.00193065 -0.00641466 17 0.000166752 -0.00100582 5.7672e-005 18 -7.62826e-006 5.02293e-006 1.18294e-006 19 0.00040788 3.09626e-005 0.00106946 20 -3.50536e-005 2.80945e-005 -3.21831e-005 21 -4.65983e-006 8.81036e-006 -1.92374e-006 Data Record #5 =========================================================================== Step = 13 Time = 0.531871948 Data = Rigid_Connector_Force 1 0 0 0 2 -6.72385e-006 4.11441e-005 8.04054e-007 3 -4.07698e-010 -5.12613e-008 1.55759e-012 4 -4.05421e-005 -6.62267e-006 1.09124e-006 5 1.57878e-006 -9.66101e-006 -1.76976e-007 6 -9.34079e-006 -3.654e-005 -6.45183e-007 7 1.69752e-005 2.68788e-006 -6.09184e-006 8 0.023673 0.0128555 -6.626e-005 Data Record #6 =========================================================================== Step = 13 Time = 0.531871948 Data = Rigid_Connector_Moment 1 0 0 0 2 45.6451 7.45634 -6.94341e-007 3 45.6451 7.45634 0 4 45.6451 7.45634 -1.87758e-006 5 -1.11951e-005 6.8497e-005 1.69502e-006 6 -6.704e-006 -2.74828e-005 -4.61092e-007 7 2.95897e-005 5.30774e-006 3.43638e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0486256 ===== beginning time step 14 : 0.580498 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19779660 1 Nonlinear solution status: time= 0.580498 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.655576e+004 2.128889e+001 0.000000e+000 energy 1.535431e-001 1.685582e-003 1.535431e-002 displacement 2.534621e+001 2.534621e+001 2.534621e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19784790 2 Nonlinear solution status: time= 0.580498 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.655576e+004 2.588542e-002 0.000000e+000 energy 1.535431e-001 7.645405e-005 1.535431e-002 displacement 2.534621e+001 5.996225e-001 3.272455e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19784016 3 Nonlinear solution status: time= 0.580498 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.655576e+004 6.518268e-005 0.000000e+000 energy 1.535431e-001 4.729771e-006 1.535431e-002 displacement 2.534621e+001 3.483266e-002 3.468475e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.012285 (0.03) max norm = 0.0375135 (0.03) max norm = 0.0479758 (0.03) max norm = 0.238537 (0.03) max norm = 0.0125325 (0.03) max norm = 0.268189 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.091070e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.347998e-005 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.360401e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.347999e-005 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.088453e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.347999e-005 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.222652e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 2.310942e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.818696e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 8.630363e-012 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.815117e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.481553e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.580498 Data Record #1 =========================================================================== Step = 14 Time = 0.580497558 Data = center_of_mass 1 -12.1939 51.2625 12.6065 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.36069 -8.78404 8.87116 17 -3.34 -9.92 -15.9203 18 -7.48455 -8.80431 8.87071 19 -12.1919 51.2625 12.58 20 -7.876 -8.86836 8.8693 21 -12.9645 39.3377 68.6353 Data Record #2 =========================================================================== Step = 14 Time = 0.580497558 Data = rotation_quaternion 1 -0.000598224 0.0003533 -0.00456037 0.999989 2 0 0 0 1 3 0 0 0 1 4 0.000275903 -0.00175968 -0.00469779 0.999987 17 -1.32927e-005 -2.23908e-006 -0.00469783 0.999989 18 0.000269257 -0.0017608 -0.00469778 0.999987 19 -0.000585506 0.000353142 -0.0047287 0.999989 20 -0.00021572 -0.00184249 -0.00469868 0.999987 21 -0.00114357 0.000545169 -0.00495386 0.999987 Data Record #3 =========================================================================== Step = 14 Time = 0.580497558 Data = Reaction_Forces 1 -7.19113e-005 0.00024054 -3.32946e-005 2 0.392834 -0.506354 -1.94312 3 -0.392836 0.506353 1.94311 4 0.000436885 -2.83771e-005 0.000183144 17 -4.03317e-005 -6.54498e-006 1.2291e-006 18 3.37227e-005 4.69692e-005 -7.38715e-007 19 2.62122e-005 3.98181e-005 -4.69259e-006 20 -1.56535e-005 -1.18298e-005 5.2053e-006 21 1.2845e-006 -1.88389e-007 2.91544e-006 Data Record #4 =========================================================================== Step = 14 Time = 0.580497558 Data = Reaction_Torques 1 -0.000824163 -0.00034284 -0.00119979 2 10.2346 74.3725 -17.319 3 0.983794 -87.1158 22.9088 4 0.00079831 0.00187429 -0.00632482 17 0.000165996 -0.00100071 5.76512e-005 18 -4.63379e-005 -7.48353e-007 7.48938e-007 19 0.000359625 2.03258e-005 0.00107924 20 -3.45999e-005 3.26569e-005 -3.19832e-005 21 -4.37608e-006 8.3535e-006 -1.74323e-006 Data Record #5 =========================================================================== Step = 14 Time = 0.580497558 Data = Rigid_Connector_Force 1 0 0 0 2 -6.60708e-006 4.03707e-005 4.90384e-007 3 1.85855e-009 -5.35718e-008 1.40576e-012 4 -4.03298e-005 -6.59855e-006 1.2291e-006 5 1.48944e-006 -9.10104e-006 -9.93008e-008 6 -9.06929e-006 -3.70893e-005 -6.12011e-007 7 1.71429e-005 2.72875e-006 -5.3046e-006 8 0.0222042 0.0112265 6.9241e-005 Data Record #6 =========================================================================== Step = 14 Time = 0.580497558 Data = Rigid_Connector_Moment 1 0 0 0 2 39.9093 6.52981 -8.35833e-007 3 39.9093 6.52982 0 4 39.9093 6.52982 -1.58507e-006 5 -1.1197e-005 6.84042e-005 1.37615e-006 6 -6.26998e-006 -2.51168e-005 -4.24098e-007 7 2.84114e-005 5.12646e-006 3.37937e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0489005 ===== beginning time step 15 : 0.629398 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19783746 1 Nonlinear solution status: time= 0.629398 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.860297e+004 2.793017e+001 0.000000e+000 energy 1.590918e-001 1.732794e-003 1.590918e-002 displacement 2.469134e+001 2.469134e+001 2.469134e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19788498 2 Nonlinear solution status: time= 0.629398 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.860297e+004 3.348452e-002 0.000000e+000 energy 1.590918e-001 7.306953e-005 1.590918e-002 displacement 2.469134e+001 5.785926e-001 3.191262e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19788336 3 Nonlinear solution status: time= 0.629398 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.860297e+004 7.485972e-005 0.000000e+000 energy 1.590918e-001 4.755089e-006 1.590918e-002 displacement 2.469134e+001 3.496135e-002 3.385967e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0118751 (0.03) max norm = 0.0395251 (0.03) max norm = 0.0512924 (0.03) max norm = 0.258917 (0.03) max norm = 0.0126073 (0.03) max norm = 0.289205 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.300821e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.128434e-005 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.300654e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.128433e-005 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.280774e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.128433e-005 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.124446e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.446542e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.906466e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 9.928782e-012 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.884139e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.522824e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.629398 Data Record #1 =========================================================================== Step = 15 Time = 0.629398047 Data = center_of_mass 1 -12.2004 51.2787 12.5988 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.35507 -8.76865 8.86686 17 -3.34 -9.92 -15.9241 18 -7.48737 -8.79034 8.86637 19 -12.1972 51.2786 12.556 20 -7.86372 -8.85203 8.86495 21 -12.9655 39.3662 68.6303 Data Record #2 =========================================================================== Step = 15 Time = 0.629398047 Data = rotation_quaternion 1 -0.000775953 0.000350027 -0.00434984 0.99999 2 0 0 0 1 3 0 0 0 1 4 0.000290946 -0.00182751 -0.00454934 0.999988 17 -1.11273e-005 -1.87602e-006 -0.00454938 0.99999 18 0.000285383 -0.00182845 -0.00454933 0.999988 19 -0.000758389 0.00034977 -0.00458228 0.999989 20 -0.000372511 -0.00193937 -0.00455059 0.999988 21 -0.00119402 0.000550454 -0.00470452 0.999988 Data Record #3 =========================================================================== Step = 15 Time = 0.629398047 Data = Reaction_Forces 1 -8.05582e-005 0.000270749 -3.56547e-005 2 0.442358 -0.569673 -2.18201 3 -0.442362 0.569673 2.18201 4 0.000488222 -2.93735e-005 0.0002099 17 -4.22272e-005 -6.86867e-006 1.25359e-006 18 3.5268e-005 4.93628e-005 -1.03987e-006 19 2.70338e-005 4.07161e-005 -5.3792e-006 20 -1.58194e-005 -1.38994e-005 5.95791e-006 21 1.44521e-006 -1.77986e-007 3.20464e-006 Data Record #4 =========================================================================== Step = 15 Time = 0.629398047 Data = Reaction_Torques 1 -0.000922556 -0.000376481 -0.00126234 2 11.4284 83.4775 -19.4862 3 1.15217 -97.807 25.7789 4 0.000833534 0.00195699 -0.00705502 17 0.00017376 -0.00104783 6.36378e-005 18 2.49066e-005 9.994e-006 -3.65689e-007 19 0.000403922 2.98811e-005 0.00110999 20 -3.59287e-005 3.24266e-005 -3.25246e-005 21 -4.69395e-006 9.39988e-006 -2.19151e-006 Data Record #5 =========================================================================== Step = 15 Time = 0.629398047 Data = Rigid_Connector_Force 1 0 0 0 2 -6.95781e-006 4.24411e-005 2.13722e-007 3 1.36451e-009 -5.2989e-008 1.17644e-012 4 -4.22258e-005 -6.92166e-006 1.2536e-006 5 1.81908e-006 -1.10963e-005 -4.40393e-008 6 -9.3953e-006 -3.79129e-005 -6.22753e-007 7 1.76385e-005 2.80315e-006 -6.00195e-006 8 0.0206259 0.00958096 0.000201707 Data Record #6 =========================================================================== Step = 15 Time = 0.629398047 Data = Rigid_Connector_Moment 1 0 0 0 2 33.4072 5.47615 1.25293e-006 3 33.4071 5.47614 0 4 33.4071 5.47614 1.61837e-006 5 -1.18756e-005 7.24184e-005 1.24463e-006 6 -7.65072e-006 -2.87825e-005 -5.11735e-007 7 2.97266e-005 5.36924e-006 3.42724e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0491204 ===== beginning time step 16 : 0.678518 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19788246 1 Nonlinear solution status: time= 0.678518 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.089791e+004 3.537201e+001 0.000000e+000 energy 1.648854e-001 2.014092e-003 1.648854e-002 displacement 2.436883e+001 2.436883e+001 2.436883e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19792386 2 Nonlinear solution status: time= 0.678518 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.089791e+004 1.926395e-002 0.000000e+000 energy 1.648854e-001 7.175060e-005 1.648854e-002 displacement 2.436883e+001 5.123345e-001 3.119210e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19791720 3 Nonlinear solution status: time= 0.678518 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.089791e+004 7.362296e-005 0.000000e+000 energy 1.648854e-001 4.676460e-006 1.648854e-002 displacement 2.436883e+001 3.182044e-002 3.302996e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0115246 (0.03) max norm = 0.0414923 (0.03) max norm = 0.0545825 (0.03) max norm = 0.279625 (0.03) max norm = 0.0126305 (0.03) max norm = 0.309916 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.087689e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 8.903715e-006 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.092493e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 8.903681e-006 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.008131e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 8.903681e-006 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.158085e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.337183e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.602001e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 9.622791e-012 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.744075e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.386858e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.678518 Data Record #1 =========================================================================== Step = 16 Time = 0.678518437 Data = center_of_mass 1 -12.2073 51.2942 12.5912 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.34932 -8.75372 8.8626 17 -3.34 -9.92 -15.928 18 -7.49017 -8.77685 8.86206 19 -12.2028 51.2941 12.5321 20 -7.85031 -8.83601 8.86066 21 -12.9659 39.3942 68.6256 Data Record #2 =========================================================================== Step = 16 Time = 0.678518437 Data = rotation_quaternion 1 -0.000953531 0.000350913 -0.00411495 0.999991 2 0 0 0 1 3 0 0 0 1 4 0.000304546 -0.00188484 -0.00438826 0.999989 17 -8.77954e-006 -1.48165e-006 -0.00438829 0.99999 18 0.000300156 -0.00188559 -0.00438825 0.999989 19 -0.000930241 0.000350523 -0.00442318 0.99999 20 -0.000529313 -0.00202557 -0.00438987 0.999988 21 -0.00124663 0.000558638 -0.00443042 0.999989 Data Record #3 =========================================================================== Step = 16 Time = 0.678518437 Data = Reaction_Forces 1 -7.84995e-005 0.000264359 -3.4273e-005 2 0.494389 -0.636371 -2.43269 3 -0.494391 0.636371 2.43269 4 0.000497421 -3.00975e-005 0.00022879 17 -3.95364e-005 -6.44264e-006 1.18378e-006 18 3.29103e-005 4.68286e-005 -1.53558e-006 19 2.4798e-005 3.74984e-005 -5.64981e-006 20 -1.42182e-005 -1.39775e-005 6.32711e-006 21 1.40831e-006 -1.71993e-007 3.09092e-006 Data Record #4 =========================================================================== Step = 16 Time = 0.678518437 Data = Reaction_Torques 1 -0.000882114 -0.000359602 -0.00119749 2 12.6692 93.0296 -21.7716 3 1.33682 -109.024 28.8032 4 0.000761605 0.0017484 -0.0069789 17 0.000162162 -0.000981256 5.72094e-005 18 0.000100226 2.33438e-005 -9.17901e-007 19 0.000414195 3.68266e-005 0.00101183 20 -3.35707e-005 2.83062e-005 -3.00682e-005 21 -4.52295e-006 9.19151e-006 -2.05986e-006 Data Record #5 =========================================================================== Step = 16 Time = 0.678518437 Data = Rigid_Connector_Force 1 0 0 0 2 -6.62377e-006 4.03351e-005 -3.518e-007 3 2.2841e-009 -5.08737e-008 8.11265e-013 4 -3.95341e-005 -6.49352e-006 1.18378e-006 5 1.87653e-006 -1.14273e-005 1.11226e-007 6 -8.70329e-006 -3.49482e-005 -5.66072e-007 7 1.60947e-005 2.5502e-006 -6.21589e-006 8 0.0189989 0.0079461 0.000317693 Data Record #6 =========================================================================== Step = 16 Time = 0.678518437 Data = Rigid_Connector_Moment 1 0 0 0 2 26.358 4.32935 -1.77261e-006 3 26.3579 4.32934 0 4 26.3579 4.32934 -8.54899e-007 5 -1.1363e-005 6.91878e-005 -3.28571e-007 6 -7.85363e-006 -2.77747e-005 -5.20321e-007 7 2.8089e-005 5.06238e-006 3.02724e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0492963 ===== beginning time step 17 : 0.727815 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19791720 1 Nonlinear solution status: time= 0.727815 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.346814e+004 4.063775e+001 0.000000e+000 energy 1.709500e-001 2.197236e-003 1.709500e-002 displacement 2.379070e+001 2.379070e+001 2.379070e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19796220 2 Nonlinear solution status: time= 0.727815 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.346814e+004 2.066005e-002 0.000000e+000 energy 1.709500e-001 7.246269e-005 1.709500e-002 displacement 2.379070e+001 5.517427e-001 3.087335e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19795788 3 Nonlinear solution status: time= 0.727815 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.346814e+004 6.784699e-005 0.000000e+000 energy 1.709500e-001 4.490707e-006 1.709500e-002 displacement 2.379070e+001 3.159729e-002 3.269994e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0111414 (0.03) max norm = 0.0434371 (0.03) max norm = 0.0578617 (0.03) max norm = 0.30058 (0.03) max norm = 0.0126179 (0.03) max norm = 0.33062 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.932821e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 6.332836e-006 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.849838e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 6.332748e-006 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.969014e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 6.332748e-006 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.169089e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.340081e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.617363e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 9.815537e-012 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.727379e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.410726e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.727815 Data Record #1 =========================================================================== Step = 17 Time = 0.72781475 Data = center_of_mass 1 -12.2144 51.3094 12.5837 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.34346 -8.73907 8.85838 17 -3.34 -9.92 -15.9319 18 -7.49296 -8.76368 8.85779 19 -12.2087 51.3092 12.5082 20 -7.83605 -8.82015 8.85643 21 -12.9658 39.4219 68.6209 Data Record #2 =========================================================================== Step = 17 Time = 0.72781475 Data = rotation_quaternion 1 -0.00113166 0.000354899 -0.00386252 0.999992 2 0 0 0 1 3 0 0 0 1 4 0.000317231 -0.00193482 -0.0042178 0.999989 17 -6.24427e-006 -1.05489e-006 -0.00421782 0.999991 18 0.000314108 -0.00193535 -0.00421779 0.999989 19 -0.00110203 0.00035434 -0.00425468 0.99999 20 -0.000686722 -0.00210443 -0.00421979 0.999989 21 -0.00130085 0.000569114 -0.0041384 0.99999 Data Record #3 =========================================================================== Step = 17 Time = 0.72781475 Data = Reaction_Forces 1 -7.84673e-005 0.000264292 -3.47209e-005 2 0.549037 -0.706627 -2.69575 3 -0.54904 0.706627 2.69575 4 0.00045632 -2.59149e-005 0.000187093 17 -3.91472e-005 -6.38473e-006 1.24811e-006 18 3.27552e-005 4.52475e-005 -9.13482e-007 19 2.44936e-005 3.7774e-005 -4.98982e-006 20 -1.42665e-005 -1.41113e-005 5.42924e-006 21 1.40842e-006 -1.4737e-007 3.0549e-006 Data Record #4 =========================================================================== Step = 17 Time = 0.72781475 Data = Reaction_Torques 1 -0.00086691 -0.000359906 -0.0011954 2 13.9587 103.051 -24.1816 3 1.53882 -120.794 31.9902 4 0.000199156 0.00168773 -0.00674062 17 0.000162109 -0.000971406 5.86643e-005 18 0.000258059 4.83828e-005 8.33239e-007 19 0.000371478 3.063e-005 0.00101782 20 -3.36075e-005 3.24359e-005 -3.11979e-005 21 -4.43825e-006 9.40504e-006 -2.15219e-006 Data Record #5 =========================================================================== Step = 17 Time = 0.72781475 Data = Rigid_Connector_Force 1 0 0 0 2 -6.38863e-006 3.88044e-005 3.34633e-007 3 3.41188e-009 -5.83988e-008 6.24302e-013 4 -3.91438e-005 -6.44313e-006 1.24811e-006 5 1.89908e-006 -1.15353e-005 -8.6535e-008 6 -8.32805e-006 -3.5198e-005 -5.25957e-007 7 1.61655e-005 2.57597e-006 -5.51577e-006 8 0.0173337 0.00631018 0.000425992 Data Record #6 =========================================================================== Step = 17 Time = 0.72781475 Data = Rigid_Connector_Moment 1 0 0 0 2 18.7462 3.08568 2.00848e-006 3 18.746 3.08563 0 4 18.746 3.08563 1.1751e-006 5 -1.14026e-005 6.92701e-005 1.4555e-007 6 -7.30911e-006 -2.85212e-005 -4.68354e-007 7 2.7443e-005 4.99989e-006 3.1828e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0494371 ===== beginning time step 18 : 0.777252 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19795932 1 Nonlinear solution status: time= 0.777252 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.627337e+004 4.648840e+001 0.000000e+000 energy 1.774410e-001 2.315552e-003 1.774410e-002 displacement 2.365278e+001 2.365278e+001 2.365278e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19800540 2 Nonlinear solution status: time= 0.777252 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.627337e+004 1.588171e-002 0.000000e+000 energy 1.774410e-001 6.763590e-005 1.774410e-002 displacement 2.365278e+001 4.961289e-001 3.032206e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19800162 3 Nonlinear solution status: time= 0.777252 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.627337e+004 6.822621e-005 0.000000e+000 energy 1.774410e-001 4.110693e-006 1.774410e-002 displacement 2.365278e+001 2.889583e-002 3.205167e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0107318 (0.03) max norm = 0.0453463 (0.03) max norm = 0.0611369 (0.03) max norm = 0.321705 (0.03) max norm = 0.0125769 (0.03) max norm = 0.351322 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.731671e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 3.624139e-006 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.227815e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 3.624043e-006 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.725967e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 3.624043e-006 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.194069e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.213620e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.363142e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 9.555134e-012 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.602741e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.296719e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.777252 Data Record #1 =========================================================================== Step = 18 Time = 0.7772518 Data = center_of_mass 1 -12.2216 51.3241 12.5763 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.3375 -8.72476 8.8541 17 -3.34 -9.92 -15.9359 18 -7.49572 -8.75086 8.85345 19 -12.2147 51.3238 12.4845 20 -7.82112 -8.80454 8.85213 21 -12.9652 39.4492 68.6163 Data Record #2 =========================================================================== Step = 18 Time = 0.7772518 Data = rotation_quaternion 1 -0.00130845 0.000362061 -0.00359765 0.999993 2 0 0 0 1 3 0 0 0 1 4 0.000328878 -0.00197725 -0.00404078 0.99999 17 -3.5733e-006 -6.04316e-007 -0.0040408 0.999992 18 0.000327091 -0.00197755 -0.00404077 0.99999 19 -0.00127204 0.000361299 -0.00407958 0.999991 20 -0.000843106 -0.00217545 -0.00404316 0.999989 21 -0.00135603 0.000581951 -0.00383401 0.999992 Data Record #3 =========================================================================== Step = 18 Time = 0.7772518 Data = Reaction_Forces 1 -7.66425e-005 0.000258427 -3.34944e-005 2 0.606181 -0.780316 -2.97061 3 -0.606183 0.780316 2.97061 4 0.000453553 -2.49454e-005 0.000188819 17 -3.67477e-005 -6.00941e-006 1.17319e-006 18 3.06711e-005 4.28806e-005 -1.2644e-006 19 2.25987e-005 3.50496e-005 -5.28019e-006 20 -1.2826e-005 -1.41272e-005 5.80532e-006 21 1.38531e-006 -1.43211e-007 2.98925e-006 Data Record #4 =========================================================================== Step = 18 Time = 0.7772518 Data = Reaction_Torques 1 -0.000837618 -0.000343989 -0.00113885 2 15.2933 113.52 -26.7124 3 1.75819 -133.091 35.3341 4 8.02424e-005 0.00152886 -0.00696187 17 0.00015188 -0.000912013 5.44821e-005 18 0.00028327 5.28407e-005 -2.39422e-007 19 0.000384109 3.74869e-005 0.000929429 20 -3.12659e-005 2.7568e-005 -2.77945e-005 21 -4.40782e-006 9.56693e-006 -1.9475e-006 Data Record #5 =========================================================================== Step = 18 Time = 0.7772518 Data = Rigid_Connector_Force 1 0 0 0 2 -6.07352e-006 3.6819e-005 -9.12143e-008 3 3.13737e-009 -5.21839e-008 3.08646e-013 4 -3.67446e-005 -6.06159e-006 1.17319e-006 5 1.94337e-006 -1.17814e-005 3.99358e-008 6 -7.82932e-006 -3.27038e-005 -4.85192e-007 7 1.47694e-005 2.34583e-006 -5.76539e-006 8 0.0156527 0.00469111 0.000513601 Data Record #6 =========================================================================== Step = 18 Time = 0.7772518 Data = Rigid_Connector_Moment 1 0 0 0 2 10.7274 1.76966 2.79024e-007 3 10.7271 1.76962 0 4 10.7271 1.76961 5.18377e-007 5 -1.08101e-005 6.55222e-005 2.95597e-007 6 -7.52659e-006 -2.76555e-005 -4.78389e-007 7 2.59359e-005 4.72193e-006 2.86071e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0495496 ===== beginning time step 19 : 0.826801 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19800090 1 Nonlinear solution status: time= 0.826801 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.947323e+004 4.972775e+001 0.000000e+000 energy 1.841259e-001 2.409195e-003 1.841259e-002 displacement 2.329510e+001 2.329510e+001 2.329510e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19805004 2 Nonlinear solution status: time= 0.826801 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.947323e+004 2.244661e-002 0.000000e+000 energy 1.841259e-001 6.866350e-005 1.841259e-002 displacement 2.329510e+001 5.089026e-001 3.003228e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19804518 3 Nonlinear solution status: time= 0.826801 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.947323e+004 7.130623e-005 0.000000e+000 energy 1.841259e-001 4.268929e-006 1.841259e-002 displacement 2.329510e+001 2.914525e-002 3.175977e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.0103381 (0.03) max norm = 0.0472305 (0.03) max norm = 0.0644286 (0.03) max norm = 0.342933 (0.03) max norm = 0.0125104 (0.03) max norm = 0.371921 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.953277e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 7.615645e-007 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.559811e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 7.615226e-007 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.860056e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 7.615224e-007 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.320647e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.329000e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.384010e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.027898e-011 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.680267e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.336126e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.826801 Data Record #1 =========================================================================== Step = 19 Time = 0.82680144 Data = center_of_mass 1 -12.2288 51.3385 12.5691 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.33135 -8.71071 8.84971 17 -3.34 -9.92 -15.94 18 -7.49848 -8.73835 8.84902 19 -12.2207 51.3381 12.4608 20 -7.80542 -8.7891 8.84775 21 -12.964 39.4761 68.6119 Data Record #2 =========================================================================== Step = 19 Time = 0.82680144 Data = rotation_quaternion 1 -0.00148429 0.000373039 -0.00332017 0.999993 2 0 0 0 1 3 0 0 0 1 4 0.000339408 -0.00201151 -0.00385673 0.99999 17 -7.50837e-007 -1.27124e-007 -0.00385674 0.999993 18 0.000339032 -0.00201157 -0.00385673 0.99999 19 -0.00144069 0.000372037 -0.00389741 0.999991 20 -0.000998854 -0.00223808 -0.0038595 0.99999 21 -0.00141301 0.000597683 -0.0035172 0.999993 Data Record #3 =========================================================================== Step = 19 Time = 0.82680144 Data = Reaction_Forces 1 -8.31968e-005 0.000281661 -3.56505e-005 2 0.665771 -0.857455 -3.25718 3 -0.665783 0.857452 3.25717 4 0.000493731 -2.91995e-005 0.000209194 17 -3.80705e-005 -6.23876e-006 1.10713e-006 18 3.162e-005 4.52968e-005 -1.36477e-006 19 2.34773e-005 3.53445e-005 -5.54142e-006 20 -1.33356e-005 -1.54936e-005 6.12648e-006 21 1.50848e-006 -1.25068e-007 3.21581e-006 Data Record #4 =========================================================================== Step = 19 Time = 0.82680144 Data = Reaction_Torques 1 -0.000888565 -0.000365997 -0.00120431 2 16.6708 124.434 -29.3655 3 1.99595 -145.91 38.8362 4 0.000207482 0.00147161 -0.00710747 17 0.000157268 -0.000944871 5.67869e-005 18 0.000123681 2.61425e-005 4.31917e-007 19 0.000400238 4.04901e-005 0.000974296 20 -3.22613e-005 2.93001e-005 -3.05737e-005 21 -4.62238e-006 1.05787e-005 -2.35309e-006 Data Record #5 =========================================================================== Step = 19 Time = 0.82680144 Data = Rigid_Connector_Force 1 0 0 0 2 -6.44778e-006 3.90026e-005 -2.57639e-007 3 2.70748e-009 -5.55321e-008 9.24372e-014 4 -3.80678e-005 -6.29429e-006 1.10713e-006 5 2.15391e-006 -1.30293e-005 9.88654e-008 6 -7.98781e-006 -3.28802e-005 -4.86189e-007 7 1.54895e-005 2.4643e-006 -6.02761e-006 8 0.0139593 0.00307982 0.00057757 Data Record #6 =========================================================================== Step = 19 Time = 0.82680144 Data = Rigid_Connector_Moment 1 0 0 0 2 2.25409 0.372701 1.31381e-006 3 2.25397 0.372681 0 4 2.25396 0.37268 8.81878e-007 5 -1.13888e-005 6.89181e-005 -1.55218e-006 6 -7.04822e-006 -3.00176e-005 -4.25512e-007 7 2.66158e-005 4.86896e-006 2.95737e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0496397 ===== beginning time step 20 : 0.876441 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19804518 1 Nonlinear solution status: time= 0.876441 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.309589e+004 5.730134e+001 0.000000e+000 energy 1.909737e-001 2.582942e-003 1.909737e-002 displacement 2.327455e+001 2.327455e+001 2.327455e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19809360 2 Nonlinear solution status: time= 0.876441 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.309589e+004 1.963114e-002 0.000000e+000 energy 1.909737e-001 7.207896e-005 1.909737e-002 displacement 2.327455e+001 5.185255e-001 3.005329e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19808712 3 Nonlinear solution status: time= 0.876441 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.309589e+004 7.482398e-005 0.000000e+000 energy 1.909737e-001 4.392249e-006 1.909737e-002 displacement 2.327455e+001 2.945453e-002 3.178818e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.00994002 (0.03) max norm = 0.0491087 (0.03) max norm = 0.0677638 (0.03) max norm = 0.364236 (0.03) max norm = 0.0124243 (0.03) max norm = 0.392602 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.981088e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.226216e-006 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.737399e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 2.226311e-006 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.860071e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.226311e-006 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.305114e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.327777e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.432719e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.028963e-011 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.679534e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.334764e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.876441 Data Record #1 =========================================================================== Step = 20 Time = 0.876441152 Data = center_of_mass 1 -12.236 51.3526 12.5619 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.32473 -8.69682 8.84521 17 -3.34 -9.92 -15.9444 18 -7.50122 -8.72607 8.84447 19 -12.2266 51.3521 12.4372 20 -7.78879 -8.77373 8.84327 21 -12.9618 39.5028 68.6076 Data Record #2 =========================================================================== Step = 20 Time = 0.876441152 Data = rotation_quaternion 1 -0.00165929 0.000389067 -0.00303122 0.999994 2 0 0 0 1 3 0 0 0 1 4 0.000348507 -0.00203604 -0.0036655 0.999991 17 2.195e-006 3.72065e-007 -0.0036655 0.999993 18 0.000349605 -0.00203585 -0.0036655 0.999991 19 -0.00160818 0.000387789 -0.00370799 0.999992 20 -0.00115424 -0.00229076 -0.00366864 0.99999 21 -0.00147167 0.000617868 -0.00318932 0.999994 Data Record #3 =========================================================================== Step = 20 Time = 0.876441152 Data = Reaction_Forces 1 -8.28561e-005 0.000279576 -3.55584e-005 2 0.727574 -0.937807 -3.55436 3 -0.727577 0.937807 3.55436 4 0.000492735 -2.9428e-005 0.000207518 17 -3.80678e-005 -6.2515e-006 1.12395e-006 18 3.15586e-005 4.55805e-005 -1.68005e-006 19 2.34828e-005 3.57373e-005 -6.13421e-006 20 -1.3109e-005 -1.52918e-005 6.822e-006 21 1.50444e-006 -1.38967e-007 3.2234e-006 Data Record #4 =========================================================================== Step = 20 Time = 0.876441152 Data = Reaction_Torques 1 -0.000885685 -0.000369734 -0.00121771 2 18.0836 135.752 -32.1336 3 2.25249 -159.204 42.4857 4 -5.47588e-005 0.00129182 -0.00736784 17 0.000157126 -0.000944888 5.4902e-005 18 0.000282051 5.28901e-005 1.77444e-007 19 0.000438668 4.79226e-005 0.000957347 20 -3.35475e-005 2.55609e-005 -2.76885e-005 21 -4.55571e-006 1.06557e-005 -2.32187e-006 Data Record #5 =========================================================================== Step = 20 Time = 0.876441152 Data = Rigid_Connector_Force 1 0 0 0 2 -6.50644e-006 3.92717e-005 -5.56095e-007 3 2.74992e-009 -5.73081e-008 -2.95565e-013 4 -3.80651e-005 -6.30881e-006 1.12395e-006 5 2.13292e-006 -1.28742e-005 1.94572e-007 6 -8.24086e-006 -3.33197e-005 -4.93213e-007 7 1.52419e-005 2.41761e-006 -6.62743e-006 8 0.0122683 0.00148161 0.000616332 Data Record #6 =========================================================================== Step = 20 Time = 0.876441152 Data = Rigid_Connector_Moment 1 0 0 0 2 -6.58877 -1.092 -8.19383e-007 3 -6.58905 -1.09205 0 4 -6.58905 -1.09205 -9.96786e-007 5 -1.14153e-005 6.88913e-005 -6.11511e-007 6 -8.27267e-006 -2.97354e-005 -5.09137e-007 7 2.84553e-005 5.16342e-006 2.76961e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0497118 ===== beginning time step 21 : 0.926153 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19808658 1 Nonlinear solution status: time= 0.926153 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.720180e+004 6.259927e+001 0.000000e+000 energy 1.982410e-001 2.717949e-003 1.982410e-002 displacement 2.322100e+001 2.322100e+001 2.322100e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19812708 2 Nonlinear solution status: time= 0.926153 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.720180e+004 1.561210e-002 0.000000e+000 energy 1.982410e-001 6.915791e-005 1.982410e-002 displacement 2.322100e+001 4.865274e-001 2.977925e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19812276 3 Nonlinear solution status: time= 0.926153 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.720180e+004 1.637517e-004 0.000000e+000 energy 1.982410e-001 4.162741e-006 1.982410e-002 displacement 2.322100e+001 2.860718e-002 3.146975e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.00953891 (0.03) max norm = 0.050974 (0.03) max norm = 0.0711369 (0.03) max norm = 0.385559 (0.03) max norm = 0.0124685 (0.03) max norm = 0.413368 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.748928e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 5.320361e-006 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.626137e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.320382e-006 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.607632e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 5.320383e-006 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.268925e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.060357e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.727469e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.406278e-011 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.823770e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.482363e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.926153 Data Record #1 =========================================================================== Step = 21 Time = 0.926152922 Data = center_of_mass 1 -12.2429 51.3664 12.5549 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.31777 -8.68311 8.84056 17 -3.34 -9.92 -15.949 18 -7.50396 -8.71405 8.83978 19 -12.2323 51.3659 12.4135 20 -7.77152 -8.7585 8.83865 21 -12.9591 39.5292 68.6034 Data Record #2 =========================================================================== Step = 21 Time = 0.926152922 Data = rotation_quaternion 1 -0.00183277 0.000408081 -0.00273911 0.999994 2 0 0 0 1 3 0 0 0 1 4 0.000356353 -0.00205212 -0.00347021 0.999992 17 5.24538e-006 8.90176e-007 -0.0034702 0.999994 18 0.000358975 -0.00205167 -0.00347022 0.999992 19 -0.00177423 0.000406499 -0.00351444 0.999992 20 -0.00130912 -0.00233476 -0.00347372 0.99999 21 -0.00153088 0.000641118 -0.00285901 0.999995 Data Record #3 =========================================================================== Step = 21 Time = 0.926152922 Data = Reaction_Forces 1 -0.000149286 0.000422497 -1.79853e-005 2 0.791573 -1.02137 -3.86212 3 -0.791577 1.02137 3.86212 4 0.000531947 -0.000114761 0.000189081 17 -3.55757e-005 -5.85383e-006 1.0763e-006 18 2.94298e-005 4.28916e-005 -1.34886e-006 19 2.53491e-005 2.82484e-005 -7.38643e-006 20 -1.41249e-005 -1.50764e-005 8.07258e-006 21 1.80824e-006 -2.02116e-007 3.87429e-006 Data Record #4 =========================================================================== Step = 21 Time = 0.926152922 Data = Reaction_Torques 1 -0.000387024 -0.000353384 0.000467487 2 19.5316 147.472 -35.0166 3 2.52772 -172.971 46.2828 4 -0.00152146 0.00141444 -0.0119506 17 0.000147717 -0.000882963 5.43076e-005 18 6.13828e-005 1.58566e-005 -6.89233e-007 19 0.000528745 6.90391e-005 0.00101896 20 -3.45291e-005 9.31721e-006 -2.9107e-005 21 -5.01657e-006 1.15476e-005 -2.81759e-006 Data Record #5 =========================================================================== Step = 21 Time = 0.926152922 Data = Rigid_Connector_Force 1 0 0 0 2 -6.14291e-006 3.69816e-005 -2.72561e-007 3 3.00397e-009 -5.61811e-008 -7.45774e-013 4 -3.55727e-005 -5.91001e-006 1.0763e-006 5 2.07917e-006 -1.25173e-005 1.0432e-007 6 -9.14508e-006 -2.56893e-005 -5.81827e-007 7 1.62041e-005 2.55913e-006 -7.96826e-006 8 0.0106164 -9.17675e-005 0.000626708 Data Record #6 =========================================================================== Step = 21 Time = 0.926152922 Data = Rigid_Connector_Moment 1 0 0 0 2 -15.7453 -2.61589 1.38181e-006 3 -15.7453 -2.6159 0 4 -15.7453 -2.6159 2.07113e-006 5 -1.01319e-005 6.0973e-005 4.52888e-007 6 -1.47882e-005 -3.95002e-005 -9.49178e-007 7 3.20096e-005 5.81748e-006 3.03184e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0497694 ===== beginning time step 22 : 0.975922 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19812168 1 Nonlinear solution status: time= 0.975922 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.171120e+004 7.679178e+001 0.000000e+000 energy 2.059757e-001 2.866025e-003 2.059757e-002 displacement 2.276417e+001 2.276417e+001 2.276417e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19815750 2 Nonlinear solution status: time= 0.975922 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.171120e+004 4.370281e-001 0.000000e+000 energy 2.059757e-001 8.840063e-005 2.059757e-002 displacement 2.276417e+001 2.856275e+000 3.084363e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19815354 3 Nonlinear solution status: time= 0.975922 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.171120e+004 1.486284e-004 0.000000e+000 energy 2.059757e-001 5.882454e-006 2.059757e-002 displacement 2.276417e+001 3.762791e-002 3.283940e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 max norm = 0.00966297 (0.03) max norm = 0.0529202 (0.03) max norm = 0.0746596 (0.03) max norm = 0.407221 (0.03) max norm = 0.0124436 (0.03) max norm = 0.434288 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.735745e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 8.507558e-006 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.091910e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 8.507617e-006 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.592809e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 8.507618e-006 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.909660e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 4.868683e-011 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.239194e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 4.316396e-011 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.577733e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.339128e-011 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.975922 Data Record #1 =========================================================================== Step = 22 Time = 0.975922337 Data = center_of_mass 1 -12.2526 51.3799 12.5494 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.31023 -8.66884 8.83569 17 -3.34 -9.92 -15.9538 18 -7.50685 -8.70159 8.83485 19 -12.2399 51.3792 12.3808 20 -7.7532 -8.74263 8.83381 21 -12.972 39.5572 68.6009 Data Record #2 =========================================================================== Step = 22 Time = 0.975922337 Data = rotation_quaternion 1 -0.00204901 0.000331682 -0.00262898 0.999994 2 0 0 0 1 3 0 0 0 1 4 0.000362768 -0.00205867 -0.0032559 0.999993 17 8.38738e-006 1.42524e-006 -0.00325589 0.999995 18 0.000366961 -0.00205796 -0.00325591 0.999993 19 -0.00199824 0.000330171 -0.00330085 0.999993 20 -0.00153753 -0.00238158 -0.00325993 0.999991 21 -0.00157605 0.000606081 -0.00272611 0.999995 Data Record #3 =========================================================================== Step = 22 Time = 0.975922337 Data = Reaction_Forces 1 -3.76028e-005 7.95051e-005 -3.23675e-005 2 0.857958 -1.1086 -4.18133 3 -0.857962 1.1086 4.18133 4 0.000756905 -5.13869e-005 0.000302966 17 -5.51481e-005 -9.11612e-006 1.39747e-006 18 4.57488e-005 6.56993e-005 -4.1977e-006 19 -4.2888e-005 0.000117522 1.12227e-005 20 9.24918e-006 -1.80287e-005 -1.33258e-005 21 1.27012e-009 -1.52733e-008 5.64286e-007 Data Record #4 =========================================================================== Step = 22 Time = 0.975922337 Data = Reaction_Torques 1 -0.00019602 -4.23391e-005 -0.000358631 2 21.0094 159.627 -38.0329 3 2.82877 -187.248 50.2497 4 0.0007074 0.000821233 -0.0111738 17 0.000224734 -0.00136946 8.2305e-005 18 0.000176452 3.70811e-005 1.18878e-007 19 -0.000832565 -0.000248979 -0.000400548 20 -1.65124e-005 0.000230862 2.31944e-005 21 -8.07126e-007 2.38611e-006 1.07553e-007 Data Record #5 =========================================================================== Step = 22 Time = 0.975922337 Data = Rigid_Connector_Force 1 0 0 0 2 -9.40189e-006 5.65123e-005 -2.80022e-006 3 -2.60414e-009 -7.08713e-008 -1.60113e-012 4 -5.51507e-005 -9.18699e-006 1.39747e-006 5 3.12678e-006 -1.8801e-005 1.19464e-006 6 3.67656e-005 -0.000118294 3.29777e-006 7 -6.1224e-006 -7.72252e-007 1.45205e-005 8 0.0105111 -0.00176447 0.000437532 Data Record #6 =========================================================================== Step = 22 Time = 0.975922337 Data = Rigid_Connector_Moment 1 0 0 0 2 -25.1758 -4.19375 1.44098e-006 3 -25.1759 -4.19378 0 4 -25.1759 -4.19378 1.32232e-006 5 -2.39134e-005 0.000143792 -9.26072e-006 6 -5.30294e-005 0.000118049 -4.52025e-006 7 -2.12147e-005 -4.10888e-006 -3.38673e-005 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0498155 ===== beginning time step 23 : 1.02574 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19815246 1 Nonlinear solution status: time= 1.02574 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.938488e+010 2.390022e+010 0.000000e+000 energy 4.928747e+003 1.107200e+003 4.928747e+002 displacement 8.415152e+004 8.415152e+004 8.415152e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19958562 2 Nonlinear solution status: time= 1.02574 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.938488e+010 1.332817e+008 0.000000e+000 energy 4.928747e+003 3.357950e+001 4.928747e+002 displacement 8.415152e+004 1.081234e+003 7.865132e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19882494 3 Nonlinear solution status: time= 1.02574 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 0.048291 convergence norms : INITIAL CURRENT REQUIRED residual 2.938488e+010 1.197653e+008 0.000000e+000 energy 4.928747e+003 1.647141e-001 4.928747e+002 displacement 8.415152e+004 1.531315e+001 7.705621e+000 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19880352 4 Nonlinear solution status: time= 1.02574 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.938488e+010 1.472269e+007 0.000000e+000 energy 4.928747e+003 1.748368e+000 4.928747e+002 displacement 8.415152e+004 5.294325e+003 5.113349e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19850598 5 Nonlinear solution status: time= 1.02574 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.938488e+010 8.308848e+004 0.000000e+000 energy 4.928747e+003 2.186890e-002 4.928747e+002 displacement 8.415152e+004 1.542940e+002 4.901005e+000 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19838358 6 Nonlinear solution status: time= 1.02574 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.938488e+010 2.683223e+004 0.000000e+000 energy 4.928747e+003 2.284422e-003 4.928747e+002 displacement 8.415152e+004 6.877994e+001 4.768485e+000 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19835892 7 Nonlinear solution status: time= 1.02574 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.938488e+010 7.006710e+002 0.000000e+000 energy 4.928747e+003 9.400606e-005 4.928747e+002 displacement 8.415152e+004 2.296174e+000 4.752664e+000 ........................ augmentation # 1 max norm = 0.0436599 (0.03) max norm = 0.085548 (0.03) max norm = 0.11072 (0.03) max norm = 0.437582 (0.03) max norm = 0.0276786 (0.03) max norm = 0.401919 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.422775e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 9.787158e-005 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.332643e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 9.769446e-005 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.514508e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 9.769418e-005 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.189323e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.747927e-009 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.856847e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 2.330013e-009 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.960847e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.373398e-009 1.000000e-004 convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 1.02574 Data Record #1 =========================================================================== Step = 23 Time = 1.02573787 Data = center_of_mass 1 -11.9735 51.1521 12.6257 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.17218 -9.01241 8.77549 17 -3.34 -9.92002 -15.9958 18 -7.42831 -9.05161 8.77311 19 -12.0098 51.1484 13.132 20 -8.29637 -9.18447 8.76506 21 -12.4529 38.1261 68.4202 Data Record #2 =========================================================================== Step = 23 Time = 1.02573787 Data = rotation_quaternion 1 0.0042151 0.00207608 -0.00736641 0.999962 2 0 0 0 1 3 0 0 0 1 4 0.0205327 -0.00129608 -0.00975687 0.999741 17 -9.64197e-005 -1.57306e-005 -0.00985307 0.999951 18 0.000545155 -0.00455495 -0.00985207 0.999941 19 0.00440055 0.00208526 -0.00987852 0.999939 20 0.00535617 -0.00377301 -0.00982927 0.99993 21 0.0142963 0.00521279 -0.00691692 0.99986 Data Record #3 =========================================================================== Step = 23 Time = 1.02573787 Data = Reaction_Forces 1 -0.0346578 0.131254 -0.00689646 2 0.741822 -0.9285 -3.70022 3 -0.741803 0.928496 3.70029 4 0.114919 -0.00275795 0.0452956 17 0.00446227 0.000669652 2.91555e-005 18 -0.00411169 -0.00300975 0.000547848 19 0.000592954 0.000201592 -0.00192189 20 0.00157573 -0.011435 0.00479676 21 0.000720125 1.4844e-005 0.00133594 Data Record #4 =========================================================================== Step = 23 Time = 1.02573787 Data = Reaction_Torques 1 -0.295586 -0.0460088 -0.260726 2 20.8651 142.051 -31.4737 3 1.09987 -166.23 41.9778 4 -1.90987 17.7782 -6.16699 17 -0.0177482 0.110574 -0.00656544 18 2.65529 -17.6927 4.75479 19 0.123596 0.020711 0.00527392 20 0.000451516 -0.00899768 -0.000646403 21 -0.00145792 0.00377234 -0.00118046 Data Record #5 =========================================================================== Step = 23 Time = 1.02573787 Data = Rigid_Connector_Force 1 0 0 0 2 0.000350762 -0.00232677 0.000577001 3 1.84069e-007 1.33252e-005 -2.56815e-009 4 0.00446245 0.000682977 2.9153e-005 5 0.00172145 -0.0114198 0.0028414 6 -0.000447232 -0.00018642 -3.34768e-005 7 0.000145722 1.51723e-005 -0.00195537 8 0.0416558 -0.131484 0.203063 Data Record #6 =========================================================================== Step = 23 Time = 1.02573787 Data = Rigid_Connector_Moment 1 0 0 0 2 292.364 26.6465 4.75479 3 289.71 44.3393 0 4 289.709 44.3392 -2.84268e-006 5 -0.000310855 0.00231568 -0.00469449 6 -0.00639364 -0.00278426 -0.00047946 7 0.000948791 0.000130578 -0.00400734 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0498524 ===== beginning time step 24 : 1.07559 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19835694 1 Nonlinear solution status: time= 1.07559 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.102671e+011 1.088723e+011 0.000000e+000 energy 1.842847e+004 7.852021e+003 1.842847e+003 displacement 1.957450e+005 1.957450e+005 1.957450e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19962666 2 Nonlinear solution status: time= 1.07559 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.102671e+011 6.448390e+009 0.000000e+000 energy 1.842847e+004 1.247942e+003 1.842847e+003 displacement 1.957450e+005 1.635507e+003 1.912966e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19900980 3 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.07559 Retrying time step. Retry attempt 1 of max 5 AUTO STEPPER: retry step, dt = 0.0249262 ===== beginning time step 24 : 1.05066 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19835550 1 Nonlinear solution status: time= 1.05066 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.756685e+010 7.993628e+009 0.000000e+000 energy 4.607137e+003 5.295106e+002 4.607137e+002 displacement 4.897710e+004 4.897710e+004 4.897710e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19895490 2 Nonlinear solution status: time= 1.05066 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.756685e+010 1.266131e+007 0.000000e+000 energy 4.607137e+003 1.005816e+001 4.607137e+002 displacement 4.897710e+004 2.084946e+002 4.661985e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19864278 3 Nonlinear solution status: time= 1.05066 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.756685e+010 4.151062e+005 0.000000e+000 energy 4.607137e+003 2.857396e-002 4.607137e+002 displacement 4.897710e+004 3.586101e+002 4.230252e+000 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19854054 4 Nonlinear solution status: time= 1.05066 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.756685e+010 5.898812e+002 0.000000e+000 energy 4.607137e+003 3.905105e-004 4.607137e+002 displacement 4.897710e+004 1.645340e+001 4.147815e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19851894 5 Nonlinear solution status: time= 1.05066 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.756685e+010 3.061396e+001 0.000000e+000 energy 4.607137e+003 1.272883e-004 4.607137e+002 displacement 4.897710e+004 1.360665e+000 4.122485e+000 ........................ augmentation # 1 max norm = 0.078391 (0.03) max norm = 0.131413 (0.03) max norm = 0.169986 (0.03) max norm = 0.50129 (0.03) max norm = 0.0292831 (0.03) max norm = 0.381334 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.013088e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.513321e-004 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.020781e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 1.513197e-004 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.467902e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.513197e-004 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.512417e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 3.585509e-010 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.235196e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.595842e-009 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.509315e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 8.017837e-010 1.000000e-004 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 1.05066 Data Record #1 =========================================================================== Step = 24 Time = 1.05066408 Data = center_of_mass 1 -12.0445 50.703 12.7559 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.15551 -9.54981 8.83644 17 -3.34 -9.92 -15.926 18 -7.34623 -9.57873 8.83424 19 -12.1186 50.6853 13.7905 20 -8.46134 -9.74783 8.82136 21 -12.2901 36.6361 68.3018 Data Record #2 =========================================================================== Step = 24 Time = 1.05066408 Data = rotation_quaternion 1 0.00889468 0.0021751 -0.00454186 0.999948 2 0 0 0 1 3 0 0 0 1 4 0.0399363 0.000709449 -0.0103053 0.999149 17 -0.000149362 -2.42623e-005 -0.0105416 0.999944 18 0.000616336 -0.00568171 -0.0105397 0.999928 19 0.00933422 0.00222605 -0.0105059 0.999899 20 0.0103617 -0.00409897 -0.010484 0.999883 21 0.0287266 0.00794651 -0.00317309 0.999551 Data Record #3 =========================================================================== Step = 24 Time = 1.05066408 Data = Reaction_Forces 1 -0.00221649 0.00378961 -0.000987975 2 0.721158 -0.87895 -3.60188 3 -0.721168 0.878951 3.60186 4 0.00145864 0.000225775 0.0006051 17 -0.000342091 -5.28931e-005 2.02974e-005 18 0.000301406 0.00031005 0.000129603 19 0.00162427 0.00430937 0.00130372 20 -0.00089434 -0.000349452 -0.00130613 21 1.02348e-005 9.62471e-006 5.38706e-005 Data Record #4 =========================================================================== Step = 24 Time = 1.05066408 Data = Reaction_Torques 1 0.00924522 0.0162003 -0.0579694 2 21.3651 138.32 -29.4713 3 0.383084 -161.853 39.5697 4 -0.54164 3.44557 1.7821 17 0.00145198 -0.00846854 0.000496406 18 0.5393 -3.42087 -1.8072 19 -0.0698679 -0.0203027 0.0586389 20 -0.00152064 0.00758067 -0.0018031 21 1.42524e-005 -4.05762e-005 3.84768e-005 Data Record #5 =========================================================================== Step = 24 Time = 1.05066408 Data = Rigid_Connector_Force 1 0 0 0 2 -4.08787e-005 0.000258159 0.0001499 3 -1.93937e-007 1.00219e-006 -3.08689e-010 4 -0.000342285 -5.1891e-005 2.02971e-005 5 3.41795e-005 -0.000215974 -0.000123731 6 -0.000695753 -0.00417589 -0.00012132 7 0.000928519 0.000133478 0.0011824 8 0.0542405 -0.278899 0.396122 Data Record #6 =========================================================================== Step = 24 Time = 1.05066408 Data = Rigid_Connector_Moment 1 0 0 0 2 449.368 64.6385 -1.80721 3 448.828 68.0594 0 4 448.828 68.0594 -7.77982e-006 5 -0.000146079 0.00092271 0.000533195 6 0.000661846 0.00473981 0.000128545 7 0.000358452 3.95146e-005 0.00237816 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.029941 ===== beginning time step 25 : 1.08061 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19851714 1 Nonlinear solution status: time= 1.08061 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.977439e+010 1.520895e+010 0.000000e+000 energy 6.645777e+003 1.080296e+003 6.645777e+002 displacement 6.860197e+004 6.860197e+004 6.860197e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19908504 2 Nonlinear solution status: time= 1.08061 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.977439e+010 5.289393e+007 0.000000e+000 energy 6.645777e+003 3.103767e+001 6.645777e+002 displacement 6.860197e+004 8.903650e+002 6.684911e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19878354 3 Nonlinear solution status: time= 1.08061 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.977439e+010 5.676252e+005 0.000000e+000 energy 6.645777e+003 1.031327e-001 6.645777e+002 displacement 6.860197e+004 5.776416e+002 6.772110e+000 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19868472 4 Nonlinear solution status: time= 1.08061 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.977439e+010 1.544683e+004 0.000000e+000 energy 6.645777e+003 7.463431e-003 6.645777e+002 displacement 6.860197e+004 2.697712e+001 6.646870e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19866168 5 Nonlinear solution status: time= 1.08061 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.977439e+010 3.598769e+003 0.000000e+000 energy 6.645777e+003 1.358462e-004 6.645777e+002 displacement 6.860197e+004 5.127047e+000 6.609460e+000 ........................ augmentation # 1 max norm = 0.122573 (0.03) max norm = 0.201593 (0.03) max norm = 0.259233 (0.03) max norm = 0.598241 (0.03) max norm = 0.0442564 (0.03) max norm = 0.349792 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.934516e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 2.235609e-004 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.525691e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 2.230405e-004 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.382491e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 2.230398e-004 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.051378e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 2.968113e-009 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.075788e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.219688e-008 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.492916e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 3.879477e-009 1.000000e-004 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 1.08061 Data Record #1 =========================================================================== Step = 25 Time = 1.08060505 Data = center_of_mass 1 -12.0192 50.1076 12.9261 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.13663 -10.176 8.88697 17 -3.34 -9.91998 -15.8673 18 -7.25278 -10.1936 8.88539 19 -12.1482 50.049 14.7525 20 -8.49432 -10.3814 8.8685 21 -12.0424 34.7205 68.1224 Data Record #2 =========================================================================== Step = 25 Time = 1.08060505 Data = rotation_quaternion 1 0.01632 0.0027013 -0.00374061 0.999856 2 0 0 0 1 3 0 0 0 1 4 0.0631608 0.00344644 -0.0102735 0.997945 17 -0.000220161 -3.57226e-005 -0.0107199 0.999943 18 0.000638227 -0.00671855 -0.0107167 0.99992 19 0.0168198 0.00281081 -0.0105739 0.999799 20 0.0179106 -0.00390832 -0.0106016 0.999776 21 0.0456747 0.0109557 -0.00140378 0.998895 Data Record #3 =========================================================================== Step = 25 Time = 1.08060505 Data = Reaction_Forces 1 -0.0513894 0.180568 0.00341795 2 0.686896 -0.816487 -3.42981 3 -0.686914 0.816485 3.42973 4 0.0640873 -0.00262717 0.0273456 17 0.00433669 0.000646867 7.12503e-005 18 -0.00392897 -0.00340776 0.000863295 19 -0.0152587 0.00422565 -0.00337854 20 0.00721281 -0.00904484 0.00622809 21 0.00180182 -0.000207476 0.00315019 Data Record #4 =========================================================================== Step = 25 Time = 1.08060505 Data = Reaction_Torques 1 -0.824967 -0.119772 -0.210562 2 21.2161 131.713 -27.0908 3 -0.216853 -154.083 36.5753 4 6.21153 -38.8485 15.423 17 -0.0180833 0.107339 -0.00643605 18 -5.68597 38.9978 -16.0931 19 0.206027 0.0442366 -0.355828 20 -0.00479094 -0.0256639 0.0106558 21 -0.00225329 0.00426161 -0.00135314 Data Record #5 =========================================================================== Step = 25 Time = 1.08060505 Data = Rigid_Connector_Force 1 0 0 0 2 0.00040364 -0.00275229 0.000934542 3 -4.08444e-006 8.60559e-006 -4.06815e-009 4 0.00433261 0.000655472 7.12462e-005 5 0.00144552 -0.00985759 0.00335828 6 0.00949146 -0.00503839 0.000508731 7 -0.00576729 -0.000812746 -0.00286981 8 0.0625746 -0.450057 0.61647 Data Record #6 =========================================================================== Step = 25 Time = 1.08060505 Data = Rigid_Connector_Moment 1 0 0 0 2 655.907 139.079 -16.0932 3 661.594 100.081 0 4 661.592 100.081 -3.88226e-005 5 0.00120793 -0.00826296 0.00309059 6 -0.0321209 0.0174414 -0.00170911 7 0.0084173 0.00144493 -0.00790659 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0339528 ===== beginning time step 26 : 1.11456 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19865592 1 Nonlinear solution status: time= 1.11456 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.114744e+010 2.521128e+010 0.000000e+000 energy 8.549251e+003 1.798104e+003 8.549251e+002 displacement 1.235588e+005 1.235588e+005 1.235588e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19926198 2 Nonlinear solution status: time= 1.11456 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.114744e+010 1.521301e+008 0.000000e+000 energy 8.549251e+003 6.993518e+001 8.549251e+002 displacement 1.235588e+005 5.938617e+002 1.167212e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19899990 3 Nonlinear solution status: time= 1.11456 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.114744e+010 9.940608e+006 0.000000e+000 energy 8.549251e+003 1.477524e+000 8.549251e+002 displacement 1.235588e+005 1.393746e+003 1.026972e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19890558 4 Nonlinear solution status: time= 1.11456 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.114744e+010 2.282155e+003 0.000000e+000 energy 8.549251e+003 1.478593e-002 8.549251e+002 displacement 1.235588e+005 4.469782e+001 1.001596e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19887336 5 Nonlinear solution status: time= 1.11456 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.114744e+010 1.631676e+004 0.000000e+000 energy 8.549251e+003 2.779997e-003 8.549251e+002 displacement 1.235588e+005 6.944842e+000 9.916351e+000 ........................ augmentation # 1 max norm = 0.171447 (0.03) max norm = 0.284678 (0.03) max norm = 0.369869 (0.03) max norm = 0.712689 (0.03) max norm = 0.0706921 (0.03) max norm = 0.333307 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.684361e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 3.138578e-004 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.734933e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 3.122126e-004 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.976235e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 3.122097e-004 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.971243e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 7.796129e-009 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.929585e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 4.217939e-009 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.770615e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 3.059252e-009 1.000000e-004 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 1.11456 Data Record #1 =========================================================================== Step = 26 Time = 1.11455783 Data = center_of_mass 1 -11.9213 49.3109 13.1403 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.10713 -10.8605 8.90031 17 -3.34001 -9.91996 -15.8466 18 -7.15074 -10.8671 8.89963 19 -12.1219 49.156 16.0458 20 -8.46297 -11.0658 8.87924 21 -11.7535 32.3423 67.8714 Data Record #2 =========================================================================== Step = 26 Time = 1.11455783 Data = rotation_quaternion 1 0.0269713 0.00358654 -0.00455782 0.999619 2 0 0 0 1 3 0 0 0 1 4 0.0894091 0.00676385 -0.00993083 0.995923 17 -0.000308179 -5.00228e-005 -0.0106609 0.999943 18 0.000616292 -0.00769399 -0.0106558 0.999913 19 0.027389 0.00374048 -0.0103411 0.999564 20 0.0285089 -0.00314953 -0.0104432 0.999534 21 0.0643718 0.0139232 -0.00144936 0.997828 Data Record #3 =========================================================================== Step = 26 Time = 1.11455783 Data = Reaction_Forces 1 -0.00645314 0.0140073 -0.00254959 2 0.627661 -0.730474 -3.13226 3 -0.627668 0.730493 3.13213 4 0.146116 -0.0159214 0.0656238 17 0.00789117 0.00117746 8.49591e-005 18 -0.00710754 -0.00652214 0.00173628 19 -0.0104608 0.0175988 0.00682717 20 0.00886295 -0.0172679 0.00022311 21 3.9096e-005 1.31379e-005 9.4629e-005 Data Record #4 =========================================================================== Step = 26 Time = 1.11455783 Data = Reaction_Torques 1 -0.0441963 -0.0107817 -0.105743 2 20.0249 120.286 -24.0137 3 -0.630016 -140.687 32.5798 4 13.0934 -81.6761 35.2132 17 -0.0379895 0.19459 -0.0118765 18 -11.8653 82.1258 -36.723 19 -0.377993 -0.00225703 -0.368569 20 0.00376239 0.0148132 0.00213686 21 -5.22962e-005 0.000225742 0.000255809 Data Record #5 =========================================================================== Step = 26 Time = 1.11455783 Data = Rigid_Connector_Force 1 0 0 0 2 0.000778368 -0.00532815 0.00182123 3 -5.26798e-006 1.65302e-005 -1.06978e-008 4 0.00788591 0.00119399 8.49484e-005 5 0.00269736 -0.0184676 0.00634438 6 0.00429524 -0.0187985 -0.000705893 7 -0.00616558 -0.00119971 0.00612127 8 0.0734534 -0.631364 0.849157 Data Record #6 =========================================================================== Step = 26 Time = 1.11455783 Data = Rigid_Connector_Moment 1 0 0 0 2 914.211 222.328 -36.7232 3 926.085 140.203 0 4 926.076 140.202 -0.000197249 5 0.00320302 -0.0219248 0.00748724 6 0.00136536 -0.0125668 -0.000575871 7 -0.00596318 -0.0012011 0.00687234 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0371622 ===== beginning time step 27 : 1.15172 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19886976 1 Nonlinear solution status: time= 1.15172 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.127430e+010 3.489182e+010 0.000000e+000 energy 1.024579e+004 2.539585e+003 1.024579e+003 displacement 1.503845e+005 1.503845e+005 1.503845e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19965654 2 Nonlinear solution status: time= 1.15172 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.127430e+010 3.097933e+008 0.000000e+000 energy 1.024579e+004 1.219886e+002 1.024579e+003 displacement 1.503845e+005 1.106330e+003 1.433503e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19929744 3 Nonlinear solution status: time= 1.15172 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.127430e+010 2.988696e+007 0.000000e+000 energy 1.024579e+004 4.755654e+000 1.024579e+003 displacement 1.503845e+005 2.641860e+003 1.247997e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19914048 4 Nonlinear solution status: time= 1.15172 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.127430e+010 3.622230e+004 0.000000e+000 energy 1.024579e+004 2.182614e-001 1.024579e+003 displacement 1.503845e+005 2.294127e+002 1.213045e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19908036 5 Nonlinear solution status: time= 1.15172 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.127430e+010 1.984665e+004 0.000000e+000 energy 1.024579e+004 1.576464e-002 1.024579e+003 displacement 1.503845e+005 1.883180e+002 1.200273e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19905894 6 Nonlinear solution status: time= 1.15172 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.127430e+010 5.519465e+003 0.000000e+000 energy 1.024579e+004 1.250200e-003 1.024579e+003 displacement 1.503845e+005 3.604898e+001 1.196550e+001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19904670 7 Nonlinear solution status: time= 1.15172 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 7 step from line search = 0.145316 convergence norms : INITIAL CURRENT REQUIRED residual 6.127430e+010 4.565386e+003 0.000000e+000 energy 1.024579e+004 1.135873e-004 1.024579e+003 displacement 1.503845e+005 8.868883e-001 1.196432e+001 ........................ augmentation # 1 max norm = 0.225367 (0.03) max norm = 0.382652 (0.03) max norm = 0.518629 (0.03) max norm = 0.839511 (0.03) max norm = 0.100876 (0.03) max norm = 0.384696 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.073645e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 4.176027e-004 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.189734e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 4.171822e-004 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.482555e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 4.171820e-004 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.362794e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.147755e-009 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.475621e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 4.523506e-010 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.358367e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 4.251338e-010 1.000000e-004 convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 1.15172 Data Record #1 =========================================================================== Step = 27 Time = 1.15172005 Data = center_of_mass 1 -11.8081 48.4163 13.3637 2 0 0 0 3 -3.34 -9.92 -15.915 4 -7.04929 -11.5706 8.85058 17 -3.34 -9.91998 -15.8912 18 -7.04508 -11.5699 8.85065 19 -12.0788 48.1055 17.406 20 -8.48146 -11.7863 8.82609 21 -11.4083 29.7499 67.5356 Data Record #2 =========================================================================== Step = 27 Time = 1.15172005 Data = rotation_quaternion 1 0.0387432 0.00474524 -0.00509177 0.999225 2 0 0 0 1 3 0 0 0 1 4 0.118015 0.0106064 -0.00996277 0.992905 17 -0.000411818 -6.66822e-005 -0.0110468 0.999939 18 0.00052875 -0.0084853 -0.0110393 0.999903 19 0.0391281 0.0049531 -0.0105104 0.999167 20 0.0402627 -0.00203731 -0.0106975 0.99913 21 0.0843219 0.0172637 -0.0012458 0.996288 Data Record #3 =========================================================================== Step = 27 Time = 1.15172005 Data = Reaction_Forces 1 -0.00107257 0.00288205 -0.000151647 2 0.52064 -0.597514 -2.60313 3 -0.52074 0.597468 2.60304 4 0.0238196 -0.00332396 0.0106451 17 0.00146722 0.000216839 2.16832e-005 18 -0.00132068 -0.00122466 0.000330307 19 -0.00181637 0.00214125 0.00093555 20 0.00152784 -0.00292694 0.000300666 21 1.03734e-005 5.97075e-007 1.85592e-005 Data Record #4 =========================================================================== Step = 27 Time = 1.15172005 Data = Reaction_Torques 1 -0.00928882 -0.00124191 -0.0104424 2 17.0589 100.034 -19.5156 3 -0.810751 -116.973 26.6237 4 6.29031 -42.532 20.6947 17 -0.00603858 0.0363269 -0.00219075 18 -6.06343 42.6011 -20.9032 19 -0.0503799 0.00275401 -0.0643101 20 0.000600123 0.00168603 0.000550116 21 4.38383e-006 -2.54093e-005 0.000141255 Data Record #5 =========================================================================== Step = 27 Time = 1.15172005 Data = Rigid_Connector_Force 1 0 0 0 2 0.000145182 -0.00100386 0.000351987 3 -1.36113e-006 3.96247e-006 -3.43828e-009 4 0.00146586 0.000220802 2.16797e-005 5 0.000454579 -0.00314348 0.00110465 6 0.000743109 -0.00235779 -0.000131565 7 -0.00107326 -0.000216539 0.000803986 8 0.0929616 -0.837773 1.08157 Data Record #6 =========================================================================== Step = 27 Time = 1.15172005 Data = Rigid_Connector_Moment 1 0 0 0 2 1231.53 228.988 -20.9033 3 1237.59 186.387 0 4 1237.59 186.387 -1.22977e-005 5 0.000462944 -0.00320613 0.00116726 6 0.000267368 -0.00132778 -8.42103e-005 7 -0.000850595 -0.000191218 0.000930899 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0397298 ===== beginning time step 28 : 1.19145 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19904760 1 Nonlinear solution status: time= 1.19145 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.003331e+010 4.459950e+010 0.000000e+000 energy 1.171718e+004 3.383754e+003 1.171718e+003 displacement 1.842150e+005 1.842150e+005 1.842150e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20099412 2 Nonlinear solution status: time= 1.19145 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.003331e+010 5.275000e+008 0.000000e+000 energy 1.171718e+004 1.854837e+002 1.171718e+003 displacement 1.842150e+005 1.118037e+003 1.733516e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20019150 3 Nonlinear solution status: time= 1.19145 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.003331e+010 7.307745e+007 0.000000e+000 energy 1.171718e+004 1.258056e+001 1.171718e+003 displacement 1.842150e+005 4.729142e+003 1.450537e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19976670 4 Nonlinear solution status: time= 1.19145 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.003331e+010 1.256528e+005 0.000000e+000 energy 1.171718e+004 6.407017e-001 1.171718e+003 displacement 1.842150e+005 2.067812e+002 1.388351e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19949652 5 Nonlinear solution status: time= 1.19145 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 5 step from line search = 0.091934 convergence norms : INITIAL CURRENT REQUIRED residual 7.003331e+010 8.636700e+004 0.000000e+000 energy 1.171718e+004 4.946741e-003 1.171718e+003 displacement 1.842150e+005 5.602400e-001 1.385897e+001 ........................ augmentation # 1 max norm = 0.284228 (0.03) max norm = 0.492945 (0.03) max norm = 0.676095 (0.03) max norm = 0.985451 (0.03) max norm = 0.134624 (0.03) max norm = 0.441659 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.172081e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 5.516934e-004 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.756186e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 5.471484e-004 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.902260e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 5.473193e-004 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.719750e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.238809e-007 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.019501e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 2.069249e-007 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.522570e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 2.210314e-007 1.000000e-004 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 1.19145 Data Record #1 =========================================================================== Step = 28 Time = 1.19144983 Data = center_of_mass 1 -11.6485 47.4297 13.5998 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.95088 -12.3165 8.74648 17 -3.33999 -9.92009 -15.9959 18 -6.9334 -12.3139 8.74679 19 -11.9741 46.9016 18.7832 20 -8.42957 -12.539 8.72038 21 -10.8588 27.0207 67.1291 Data Record #2 =========================================================================== Step = 28 Time = 1.19144983 Data = rotation_quaternion 1 0.0510356 0.00688518 -0.00385288 0.998666 2 0 0 0 1 3 0 0 0 1 4 0.148372 0.0152695 -0.0097055 0.988766 17 -0.000540122 -8.74051e-005 -0.0111473 0.999938 18 0.00030823 -0.00875607 -0.0111374 0.9999 19 0.0514838 0.00721556 -0.0103638 0.998594 20 0.0527042 -0.000299562 -0.0106605 0.998553 21 0.104861 0.0214732 0.000917789 0.994255 Data Record #3 =========================================================================== Step = 28 Time = 1.19144983 Data = Reaction_Forces 1 -0.146872 0.439772 0.0193008 2 0.379903 -0.43862 -1.90799 3 -0.386024 0.449548 1.92545 4 -0.167368 -0.220953 -0.0146263 17 0.187256 0.026439 0.0188126 18 -0.196371 0.0328379 -0.0183876 19 -0.367404 0.390004 0.148296 20 0.076652 0.0807423 -0.119046 21 0.00160658 -0.00171565 0.00442908 Data Record #4 =========================================================================== Step = 28 Time = 1.19144983 Data = Reaction_Torques 1 -3.78756 -0.434562 0.991722 2 12.4958 73.4255 -14.3527 3 -0.741612 -86.7806 20.0979 4 -30.798 203.36 -19.747 17 -0.163162 4.71299 -0.252795 18 30.7853 -205.325 21.0073 19 -7.11673 -0.6418 -5.89908 20 -0.0502933 0.860599 0.405292 21 -0.00215175 6.78803e-005 -0.000175991 Data Record #5 =========================================================================== Step = 28 Time = 1.19144983 Data = Rigid_Connector_Force 1 0 0 0 2 -0.00918876 0.0610315 0.000423021 3 -7.40388e-005 0.00175462 -1.91077e-006 4 0.187182 0.0281936 0.0188107 5 -0.00856139 0.0563531 0.00475269 6 0.282191 -0.414394 -0.0244977 7 -0.0852133 -0.0243892 0.123798 8 0.106324 -1.07226 1.30346 Data Record #6 =========================================================================== Step = 28 Time = 1.19144983 Data = Rigid_Connector_Moment 1 0 0 0 2 1654.49 38.817 21.034 3 1623.19 244.136 0 4 1623.7 244.202 0.0266021 5 -0.0233483 0.192416 -0.317095 6 -0.482582 0.390367 0.00946326 7 -0.0819811 0.0481295 -0.656244 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0417838 ===== beginning time step 29 : 1.23323 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19948104 1 Nonlinear solution status: time= 1.23323 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.746166e+010 5.308482e+010 0.000000e+000 energy 1.296772e+004 3.913126e+003 1.296772e+003 displacement 1.971235e+005 1.971235e+005 1.971235e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19999692 2 Nonlinear solution status: time= 1.23323 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.746166e+010 7.706755e+008 0.000000e+000 energy 1.296772e+004 2.566327e+002 1.296772e+003 displacement 1.971235e+005 1.594968e+003 1.847571e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19958670 3 Nonlinear solution status: time= 1.23323 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 7.746166e+010 2.209279e+008 0.000000e+000 energy 1.296772e+004 2.011412e+001 1.296772e+003 displacement 1.971235e+005 2.078382e+003 1.694127e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19951326 4 Nonlinear solution status: time= 1.23323 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.746166e+010 2.024695e+007 0.000000e+000 energy 1.296772e+004 2.186463e+000 1.296772e+003 displacement 1.971235e+005 1.361300e+003 1.563558e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19941534 5 Nonlinear solution status: time= 1.23323 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.746166e+010 2.729654e+006 0.000000e+000 energy 1.296772e+004 7.760907e-001 1.296772e+003 displacement 1.971235e+005 2.534281e+002 1.508099e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19936170 6 Nonlinear solution status: time= 1.23323 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.746166e+010 9.506730e+005 0.000000e+000 energy 1.296772e+004 1.004272e-001 1.296772e+003 displacement 1.971235e+005 5.866524e+001 1.487178e+001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19934262 7 Nonlinear solution status: time= 1.23323 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.746166e+010 2.387403e+005 0.000000e+000 energy 1.296772e+004 3.739653e-002 1.296772e+003 displacement 1.971235e+005 1.345886e+001 1.477708e+001 ........................ augmentation # 1 max norm = 0.347932 (0.03) max norm = 0.619662 (0.03) max norm = 0.825407 (0.03) max norm = 1.13391 (0.03) max norm = 0.168163 (0.03) max norm = 0.507433 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.671954e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 6.971338e-004 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.178265e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 6.866535e-004 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.549580e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 6.866558e-004 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.810560e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.568395e-008 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.368856e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 7.873812e-009 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.237304e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 3.397463e-009 1.000000e-004 convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 1.23323 Data Record #1 =========================================================================== Step = 29 Time = 1.23323365 Data = center_of_mass 1 -11.4671 46.4807 13.8119 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.8055 -13.0283 8.55718 17 -3.33995 -9.92037 -16.1874 18 -6.83206 -13.0322 8.55671 19 -11.826 45.7022 20.0022 20 -8.48862 -13.2769 8.52688 21 -10.2175 24.349 66.6295 Data Record #2 =========================================================================== Step = 29 Time = 1.23323365 Data = rotation_quaternion 1 0.0627013 0.009316 -0.00226648 0.997986 2 0 0 0 1 3 0 0 0 1 4 0.180148 0.0200388 -0.0106352 0.983378 17 -0.000677979 -0.000108804 -0.0124483 0.999922 18 6.36608e-005 -0.00906316 -0.0124355 0.999882 19 0.0633073 0.00988849 -0.0114162 0.99788 20 0.0646795 0.00137811 -0.0118571 0.997835 21 0.126031 0.0263559 0.00349899 0.99167 Data Record #3 =========================================================================== Step = 29 Time = 1.23323365 Data = Reaction_Forces 1 -0.0122494 0.0425448 0.00376338 2 0.223526 -0.269516 -1.13454 3 -0.224201 0.269494 1.13384 4 0.519789 -0.119883 0.220129 17 0.0153552 0.00221256 0.000457231 18 -0.0139926 -0.0115537 0.00188778 19 -0.0359336 0.0153759 0.004546 20 0.0312377 -0.061764 0.0136098 21 0.000216586 -0.000128952 0.000420061 Data Record #4 =========================================================================== Step = 29 Time = 1.23323365 Data = Reaction_Torques 1 -0.211276 -0.0652194 0.0189599 2 7.09811 43.7962 -8.96607 3 -0.298046 -50.7337 11.6646 4 48.272 -310.497 139.301 17 -0.0487426 0.382235 -0.0228705 18 -43.7947 312.874 -144.175 19 -0.232187 0.241356 -1.30283 20 0.00851393 -0.0226494 0.0100642 21 -0.000408211 0.00101499 0.000692226 Data Record #5 =========================================================================== Step = 29 Time = 1.23323365 Data = Rigid_Connector_Force 1 0 0 0 2 0.00132996 -0.00928866 0.00234493 3 -3.26612e-005 5.24437e-005 -7.78039e-008 4 0.0153226 0.00226501 0.000457153 5 0.00936127 -0.0653897 0.0165809 6 0.0140572 -0.0190017 -0.0015749 7 -0.0218765 -0.00362574 0.0029711 8 0.127603 -1.34233 1.50643 Data Record #6 =========================================================================== Step = 29 Time = 1.23323365 Data = Rigid_Connector_Moment 1 0 0 0 2 1994.05 613.943 -144.174 3 2037.84 301.067 0 4 2037.85 301.069 9.84971e-005 5 0.00615807 -0.0436807 0.0163691 6 0.0116783 -0.0204451 -0.00189435 7 -0.00523934 -0.00178704 0.00855807 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0434271 ===== beginning time step 30 : 1.27666 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19933470 1 Nonlinear solution status: time= 1.27666 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.367669e+010 5.965681e+010 0.000000e+000 energy 1.401699e+004 4.496733e+003 1.401699e+003 displacement 2.135544e+005 2.135544e+005 2.135544e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20005038 2 Nonlinear solution status: time= 1.27666 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.367669e+010 9.931160e+008 0.000000e+000 energy 1.401699e+004 3.234154e+002 1.401699e+003 displacement 2.135544e+005 1.787833e+003 2.008916e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19964682 3 Nonlinear solution status: time= 1.27666 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 8.367669e+010 2.938619e+008 0.000000e+000 energy 1.401699e+004 2.560894e+001 1.401699e+003 displacement 2.135544e+005 2.569920e+003 1.842537e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19957482 4 Nonlinear solution status: time= 1.27666 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.367669e+010 2.794883e+007 0.000000e+000 energy 1.401699e+004 2.037037e+000 1.401699e+003 displacement 2.135544e+005 2.034681e+003 1.686142e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19946970 5 Nonlinear solution status: time= 1.27666 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.367669e+010 4.346954e+006 0.000000e+000 energy 1.401699e+004 1.069097e+000 1.401699e+003 displacement 2.135544e+005 5.919887e+002 1.600502e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19941732 6 Nonlinear solution status: time= 1.27666 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.367669e+010 1.751865e+006 0.000000e+000 energy 1.401699e+004 1.426438e-001 1.401699e+003 displacement 2.135544e+005 2.946858e+002 1.567658e+001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19940238 7 Nonlinear solution status: time= 1.27666 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.367669e+010 5.183379e+005 0.000000e+000 energy 1.401699e+004 6.625540e-002 1.401699e+003 displacement 2.135544e+005 3.315820e+001 1.552739e+001 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19939860 8 Nonlinear solution status: time= 1.27666 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.367669e+010 1.331970e+005 0.000000e+000 energy 1.401699e+004 1.985434e-002 1.401699e+003 displacement 2.135544e+005 5.357473e+000 1.545932e+001 ........................ augmentation # 1 max norm = 0.414847 (0.03) max norm = 0.75918 (0.03) max norm = 0.974856 (0.03) max norm = 1.29009 (0.03) max norm = 0.199525 (0.03) max norm = 0.593495 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.886695e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 8.326626e-004 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.200810e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 8.274986e-004 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.576045e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 8.274997e-004 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.106304e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.057452e-009 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.434261e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 2.280921e-009 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.599238e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 6.493418e-010 1.000000e-004 convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 1.27666 Data Record #1 =========================================================================== Step = 30 Time = 1.27666071 Data = center_of_mass 1 -11.2646 45.4898 14.0633 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.60401 -13.712 8.28662 17 -3.33987 -9.9209 -16.466 18 -6.73662 -13.7313 8.2843 19 -11.6316 44.4713 20.9743 20 -8.50027 -13.9876 8.25339 21 -9.54696 21.7028 66.1183 Data Record #2 =========================================================================== Step = 30 Time = 1.27666071 Data = rotation_quaternion 1 0.0732307 0.0117685 -0.001342 0.997245 2 0 0 0 1 3 0 0 0 1 4 0.212921 0.0253357 -0.0114507 0.976674 17 -0.000817198 -0.000130159 -0.0136268 0.999907 18 -0.000264321 -0.00886189 -0.0136118 0.999868 19 0.0739313 0.0125743 -0.0123501 0.997108 20 0.075424 0.00325663 -0.0129363 0.997062 21 0.147435 0.031666 0.00549764 0.988549 Data Record #3 =========================================================================== Step = 30 Time = 1.27666071 Data = Reaction_Forces 1 -0.00582404 0.0112107 0.00176444 2 0.0903377 -0.129569 -0.459346 3 -0.0908615 0.129605 0.458716 4 0.206861 -0.0511366 0.0876509 17 0.0084978 0.00119486 0.000296744 18 -0.00769486 -0.0068414 0.00131178 19 -0.00375826 -0.000868628 -0.00435904 20 0.00914126 -0.029453 0.0128146 21 0.000161603 -0.000146776 0.000374673 Data Record #4 =========================================================================== Step = 30 Time = 1.27666071 Data = Reaction_Torques 1 -0.092861 -0.0268003 0.00255806 2 2.09685 17.7883 -4.56563 3 0.293456 -20.4814 5.58459 4 32.6233 -224.808 120.956 17 -0.026953 0.211439 -0.0127043 18 -30.7405 225.773 -122.657 19 0.244061 0.102694 -0.290629 20 0.00282591 -0.0262821 -0.00273178 21 -0.000246011 0.000584135 0.00047183 Data Record #5 =========================================================================== Step = 30 Time = 1.27666071 Data = Rigid_Connector_Force 1 0 0 0 2 0.000786803 -0.00560776 0.00160845 3 -1.61327e-005 3.87868e-005 -6.73654e-008 4 0.00848167 0.00123364 0.000296677 5 0.0041512 -0.0295882 0.00849822 6 -0.0012318 0.000733445 4.26774e-005 7 -0.00499006 -0.000135183 -0.00431636 8 0.159174 -1.6407 1.67619 Data Record #6 =========================================================================== Step = 30 Time = 1.27666071 Data = Rigid_Connector_Moment 1 0 0 0 2 2425.95 582.806 -122.657 3 2456.69 357.033 0 4 2456.69 357.034 6.55e-005 5 0.00027489 -0.00216871 0.00229891 6 0.00680032 -0.00071682 0.000255481 7 0.00102421 -7.95777e-005 0.00165513 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0447416 ===== beginning time step 31 : 1.3214 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19940040 1 Nonlinear solution status: time= 1.3214 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.881795e+010 6.560487e+010 0.000000e+000 energy 1.488657e+004 5.001709e+003 1.488657e+003 displacement 2.200833e+005 2.200833e+005 2.200833e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19991826 2 Nonlinear solution status: time= 1.3214 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.881795e+010 1.205740e+009 0.000000e+000 energy 1.488657e+004 3.978412e+002 1.488657e+003 displacement 2.200833e+005 2.402613e+003 2.017338e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19958580 3 Nonlinear solution status: time= 1.3214 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 8.881795e+010 3.903767e+008 0.000000e+000 energy 1.488657e+004 4.593399e+001 1.488657e+003 displacement 2.200833e+005 2.605011e+003 1.826858e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19954476 4 Nonlinear solution status: time= 1.3214 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.881795e+010 4.394338e+007 0.000000e+000 energy 1.488657e+004 4.071434e+000 1.488657e+003 displacement 2.200833e+005 1.867557e+003 1.646298e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19946142 5 Nonlinear solution status: time= 1.3214 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.881795e+010 1.370876e+007 0.000000e+000 energy 1.488657e+004 1.565753e+000 1.488657e+003 displacement 2.200833e+005 6.827802e+002 1.572463e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19942578 6 Nonlinear solution status: time= 1.3214 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.881795e+010 6.786376e+006 0.000000e+000 energy 1.488657e+004 3.481858e-001 1.488657e+003 displacement 2.200833e+005 2.605830e+002 1.528590e+001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19940004 7 Nonlinear solution status: time= 1.3214 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.881795e+010 2.647500e+006 0.000000e+000 energy 1.488657e+004 2.110670e-001 1.488657e+003 displacement 2.200833e+005 9.794719e+001 1.501416e+001 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19938546 8 Nonlinear solution status: time= 1.3214 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.881795e+010 1.008599e+006 0.000000e+000 energy 1.488657e+004 8.229612e-002 1.488657e+003 displacement 2.200833e+005 3.636528e+001 1.485233e+001 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19937394 9 Nonlinear solution status: time= 1.3214 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.881795e+010 3.667390e+005 0.000000e+000 energy 1.488657e+004 3.172891e-002 1.488657e+003 displacement 2.200833e+005 1.353061e+001 1.475410e+001 ........................ augmentation # 1 max norm = 0.482684 (0.03) max norm = 0.914943 (0.03) max norm = 1.16751 (0.03) max norm = 1.43601 (0.03) max norm = 0.205155 (0.03) max norm = 0.685977 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.734864e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 9.588045e-004 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.460286e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 9.466871e-004 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.426584e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 9.466849e-004 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.480450e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 4.761772e-009 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.090549e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 5.903831e-009 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.727179e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 9.959580e-009 1.000000e-004 convergence summary number of iterations : 9 number of reformations : 0 ------- converged at time : 1.3214 Data Record #1 =========================================================================== Step = 31 Time = 1.32140235 Data = center_of_mass 1 -11.2414 44.6774 14.454 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.25088 -14.214 7.87685 17 -3.33974 -9.92182 -16.8873 18 -6.67587 -14.2738 7.86972 19 -11.6111 43.7161 20.7739 20 -8.75909 -14.5666 7.83476 21 -9.72029 19.5792 65.8227 Data Record #2 =========================================================================== Step = 31 Time = 1.32140235 Data = rotation_quaternion 1 0.0761586 0.00983948 -0.0107861 0.996989 2 0 0 0 1 3 0 0 0 1 4 0.246497 0.030523 -0.0134079 0.96857 17 -0.000935247 -0.000146731 -0.0159524 0.999872 18 -0.000573828 -0.00855779 -0.015936 0.999836 19 0.0764272 0.0101476 -0.0148672 0.996913 20 0.0774339 0.00376348 -0.0152821 0.996873 21 0.170004 0.03585 -0.0031999 0.984786 Data Record #3 =========================================================================== Step = 31 Time = 1.32140235 Data = Reaction_Forces 1 -0.00228625 0.0109613 0.000168308 2 0.00960372 -0.0427931 -0.0318621 3 -0.0105569 0.0430624 0.0307928 4 0.421762 -0.128675 0.193105 17 0.0240709 0.00324106 0.000508946 18 -0.0218759 -0.0194117 0.00576226 19 -0.00863417 -0.000619773 0.00294792 20 0.0148884 -0.0490729 0.0169944 21 3.84568e-005 -5.09074e-005 8.38546e-005 Data Record #4 =========================================================================== Step = 31 Time = 1.32140235 Data = Reaction_Torques 1 -0.0245064 -0.0244046 -0.0493871 2 -1.0626 1.16331 -1.79115 3 0.573047 -1.1297 1.56302 4 48.5494 -343.785 247.432 17 -0.0897402 0.596494 -0.0364926 18 -44.6597 346.598 -250.691 19 -0.213631 0.092611 -0.474476 20 0.0272674 0.0101069 0.00112056 21 2.27834e-006 0.000284286 -0.000426385 Data Record #5 =========================================================================== Step = 31 Time = 1.32140235 Data = Rigid_Connector_Force 1 0 0 0 2 0.00214809 -0.0160324 0.00627093 3 -4.69354e-005 0.00013828 -2.71643e-007 4 0.024024 0.00337934 0.000508674 5 0.00678445 -0.0506389 0.0198294 6 0.00053023 -0.000946259 -0.000112909 7 -0.00810394 -0.00156603 0.00283502 8 0.297351 -1.99762 1.77916 Data Record #6 =========================================================================== Step = 31 Time = 1.32140235 Data = Rigid_Connector_Moment 1 0 0 0 2 2767.74 741.977 -250.691 3 2812.41 395.379 0 4 2812.4 395.379 -0.000203357 5 0.00158663 -0.0121631 0.00732203 6 4.72808e-005 -0.0175105 -0.00266058 7 -0.0281122 -0.00526169 0.00864621 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0457933 ===== beginning time step 32 : 1.3672 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19937808 1 Nonlinear solution status: time= 1.3672 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.304365e+010 7.106234e+010 0.000000e+000 energy 1.560177e+004 5.501558e+003 1.560177e+003 displacement 2.485336e+005 2.485336e+005 2.485336e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20042100 2 Nonlinear solution status: time= 1.3672 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.304365e+010 1.452122e+009 0.000000e+000 energy 1.560177e+004 4.874759e+002 1.560177e+003 displacement 2.485336e+005 9.488657e+003 2.161518e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19979982 3 Nonlinear solution status: time= 1.3672 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 9.304365e+010 4.424001e+008 0.000000e+000 energy 1.560177e+004 4.719924e+001 1.560177e+003 displacement 2.485336e+005 2.864575e+003 1.938881e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19973070 4 Nonlinear solution status: time= 1.3672 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.304365e+010 7.399154e+007 0.000000e+000 energy 1.560177e+004 3.309462e-001 1.560177e+003 displacement 2.485336e+005 7.291814e+003 1.599594e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19957284 5 Nonlinear solution status: time= 1.3672 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.304365e+010 6.625030e+006 0.000000e+000 energy 1.560177e+004 2.474978e+000 1.560177e+003 displacement 2.485336e+005 6.289918e+002 1.524334e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19946214 6 Nonlinear solution status: time= 1.3672 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.304365e+010 4.783625e+006 0.000000e+000 energy 1.560177e+004 2.081487e-002 1.560177e+003 displacement 2.485336e+005 2.415048e+002 1.480554e+001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19940580 7 Nonlinear solution status: time= 1.3672 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.304365e+010 1.753889e+006 0.000000e+000 energy 1.560177e+004 1.454203e-001 1.560177e+003 displacement 2.485336e+005 5.594609e+001 1.462913e+001 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19938366 8 Nonlinear solution status: time= 1.3672 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.304365e+010 6.836461e+005 0.000000e+000 energy 1.560177e+004 5.027921e-002 1.560177e+003 displacement 2.485336e+005 7.082145e+001 1.448724e+001 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19938618 9 Nonlinear solution status: time= 1.3672 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.304365e+010 1.981921e+005 0.000000e+000 energy 1.560177e+004 2.175315e-002 1.560177e+003 displacement 2.485336e+005 6.578580e+000 1.443575e+001 ........................ augmentation # 1 max norm = 0.554125 (0.03) max norm = 1.07587 (0.03) max norm = 1.3953 (0.03) max norm = 1.59013 (0.03) max norm = 0.226119 (0.03) max norm = 0.787568 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.905830e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.092637e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.873197e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.086389e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.565377e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.086387e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.691679e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 6.083813e-009 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.389496e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.756176e-009 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.981396e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 2.130450e-009 1.000000e-004 convergence summary number of iterations : 9 number of reformations : 0 ------- converged at time : 1.3672 Data Record #1 =========================================================================== Step = 32 Time = 1.36719567 Data = center_of_mass 1 -11.1796 43.9548 14.6191 2 0 0 0 3 -3.34 -9.92 -15.915 4 -5.9983 -14.8242 7.45644 17 -3.33958 -9.92302 -17.3172 18 -6.59258 -14.9069 7.44667 19 -11.5762 42.8482 21.2151 20 -8.80078 -15.2145 7.41037 21 -9.61171 17.2753 65.1141 Data Record #2 =========================================================================== Step = 32 Time = 1.36719567 Data = rotation_quaternion 1 0.0840815 0.009568 -0.0152537 0.996296 2 0 0 0 1 3 0 0 0 1 4 0.280518 0.0359253 -0.0136131 0.959079 17 -0.00107337 -0.00016771 -0.0165809 0.999862 18 -0.000884412 -0.00841396 -0.0165625 0.999827 19 0.0840987 0.00958954 -0.0155127 0.996291 20 0.0848127 0.00504247 -0.0158429 0.996258 21 0.193306 0.0400202 -0.00667592 0.980299 Data Record #3 =========================================================================== Step = 32 Time = 1.36719567 Data = Reaction_Forces 1 -0.00285935 0.0158507 0.00226097 2 -0.0144861 -0.0176995 0.110177 3 0.0136151 0.0179682 -0.111224 4 0.211471 -0.0545983 0.102103 17 0.0155254 0.00206542 0.000362282 18 -0.0143698 -0.0108242 0.00430625 19 -0.0102278 0.011111 -0.00238939 20 0.00457511 -0.0239052 0.0163635 21 7.20601e-005 -0.000146316 0.000215999 Data Record #4 =========================================================================== Step = 32 Time = 1.36719567 Data = Reaction_Torques 1 -0.11536 -0.0340452 0.0360442 2 -2.16667 -4.44799 -0.983865 3 0.735107 5.08173 0.572095 4 29.0366 -221.816 220.562 17 -0.0577816 0.384639 -0.0236801 18 -27.461 222.777 -221.619 19 0.21083 0.0554574 -0.0791975 20 0.00931842 -0.0351429 0.00139634 21 5.4194e-005 -0.00130695 -5.45688e-005 Data Record #5 =========================================================================== Step = 32 Time = 1.36719567 Data = Rigid_Connector_Force 1 0 0 0 2 0.00112993 -0.00866346 0.00466832 3 -2.57289e-005 9.53204e-005 -2.12847e-007 4 0.0154997 0.00216074 0.000362069 5 0.00306929 -0.0235349 0.0126965 6 0.00872202 -0.0107408 -0.00127761 7 -0.00150583 0.000370268 -0.003667 8 0.389782 -2.36695 1.8868 Data Record #6 =========================================================================== Step = 32 Time = 1.36719567 Data = Rigid_Connector_Moment 1 0 0 0 2 3200.53 672.445 -221.62 3 3228 449.667 0 4 3227.99 449.668 -0.000162782 5 0.00202406 -0.0156203 0.00922083 6 0.00291056 -0.00435626 -0.000555873 7 -0.00433507 -0.00133229 0.0045035 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0466347 ===== beginning time step 33 : 1.41383 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19937754 1 Nonlinear solution status: time= 1.41383 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.649255e+010 7.707775e+010 0.000000e+000 energy 1.618558e+004 5.779635e+003 1.618558e+003 displacement 1.995692e+005 1.995692e+005 1.995692e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20009880 2 Nonlinear solution status: time= 1.41383 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.649255e+010 1.747194e+009 0.000000e+000 energy 1.618558e+004 5.740256e+002 1.618558e+003 displacement 1.995692e+005 3.921247e+003 1.980139e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19955394 3 Nonlinear solution status: time= 1.41383 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 9.649255e+010 8.426782e+008 0.000000e+000 energy 1.618558e+004 1.660329e+002 1.618558e+003 displacement 1.995692e+005 5.395973e+003 1.770395e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19951632 4 Nonlinear solution status: time= 1.41383 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.649255e+010 1.559037e+007 0.000000e+000 energy 1.618558e+004 5.314101e+000 1.618558e+003 displacement 1.995692e+005 2.274373e+003 1.569793e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19937322 5 Nonlinear solution status: time= 1.41383 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 5 step from line search = 0.013043 convergence norms : INITIAL CURRENT REQUIRED residual 9.649255e+010 1.574510e+007 0.000000e+000 energy 1.618558e+004 6.172963e-002 1.618558e+003 displacement 1.995692e+005 2.052279e-001 1.568607e+001 ........................ augmentation # 1 max norm = 0.627515 (0.03) max norm = 1.24501 (0.03) max norm = 1.64499 (0.03) max norm = 1.74861 (0.03) max norm = 0.257258 (0.03) max norm = 0.89585 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.408525e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 1.577087e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.369414e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.226870e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.240148e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 1.229985e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.056458e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 1.349007e-006 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.225927e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 1.838356e-007 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.010910e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 1.402355e-006 1.000000e-004 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 1.41383 Data Record #1 =========================================================================== Step = 33 Time = 1.41383032 Data = center_of_mass 1 -11.0119 43.1544 14.7418 2 0 0 0 3 -3.34 -9.92 -15.915 4 -5.7928 -15.4397 6.99309 17 -3.33936 -9.92455 -17.7878 18 -6.49993 -15.5383 6.98143 19 -11.4255 41.797 21.9249 20 -8.68048 -15.8422 6.94504 21 -9.14704 14.8226 64.2529 Data Record #2 =========================================================================== Step = 33 Time = 1.41383032 Data = rotation_quaternion 1 0.0943826 0.0112007 -0.0164262 0.995337 2 0 0 0 1 3 0 0 0 1 4 0.314823 0.0412773 -0.0130658 0.948162 17 -0.00121205 -0.000190114 -0.0160871 0.99987 18 -0.00114534 -0.00855763 -0.016066 0.999834 19 0.0943098 0.0110954 -0.0153016 0.995363 20 0.0950274 0.00653158 -0.0156825 0.99533 21 0.216114 0.0448919 -0.00668791 0.975313 Data Record #3 =========================================================================== Step = 33 Time = 1.41383032 Data = Reaction_Forces 1 -0.272829 0.571727 -0.0186044 2 -0.025106 -0.0119878 0.172554 3 -0.0709719 0.0699778 -0.196819 4 2.13596 32.6448 4.63846 17 4.19539 0.633212 0.154124 18 -4.15278 -1.05936 1.17292 19 -0.0704552 0.92335 0.0721927 20 -0.00357752 -0.370652 1.08875 21 0.00327716 -0.020975 0.0437023 Data Record #4 =========================================================================== Step = 33 Time = 1.41383032 Data = Reaction_Torques 1 -2.1356 1.36222 -5.03861 2 -2.77948 -6.89168 -0.866223 3 -12.8263 8.19853 -7.73789 4 -291.286 -30.5601 2669.48 17 -5.08496 105.042 -7.02114 18 16.5733 120.899 -2916.42 19 5.26544 -1.04223 6.26402 20 0.364802 -0.641366 -0.276206 21 -0.000786234 -0.0219634 -0.015029 Data Record #5 =========================================================================== Step = 33 Time = 1.41383032 Data = Rigid_Connector_Force 1 0 0 0 2 0.0433548 -0.469835 1.32715 3 0.000740641 -0.0436877 0.00010641 4 4.19613 0.589525 0.15423 5 0.0320149 -0.348935 0.996656 6 0.106048 -0.901633 -0.164285 7 0.0355924 0.0217168 -0.0920921 8 0.438447 -2.73681 1.9668 Data Record #6 =========================================================================== Step = 33 Time = 1.41383032 Data = Rigid_Connector_Moment 1 0 0 0 2 3670.78 633.285 -2917.04 3 3644.85 511.773 0 4 3654.16 512.712 -0.623967 5 0.0581935 -0.889807 3.94756 6 0.150731 0.519631 0.10688 7 -0.231039 -0.779133 4.12783 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0473077 ===== beginning time step 34 : 1.46114 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19937268 1 Nonlinear solution status: time= 1.46114 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.920864e+010 7.898524e+010 0.000000e+000 energy 1.666125e+004 6.004753e+003 1.666125e+003 displacement 2.094099e+005 2.094099e+005 2.094099e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20029968 2 Nonlinear solution status: time= 1.46114 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.920864e+010 1.916946e+009 0.000000e+000 energy 1.666125e+004 5.420871e+002 1.666125e+003 displacement 2.094099e+005 6.773839e+003 1.831591e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19982034 3 Nonlinear solution status: time= 1.46114 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 9.920864e+010 1.008958e+009 0.000000e+000 energy 1.666125e+004 1.314352e+002 1.666125e+003 displacement 2.094099e+005 2.844803e+003 1.749130e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19970694 4 Nonlinear solution status: time= 1.46114 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 4 step from line search = 0.024808 convergence norms : INITIAL CURRENT REQUIRED residual 9.920864e+010 9.771531e+008 0.000000e+000 energy 1.666125e+004 4.261002e-001 1.666125e+003 displacement 2.094099e+005 7.963401e-001 1.746402e+001 ........................ augmentation # 1 max norm = 0.699531 (0.03) max norm = 1.42136 (0.03) max norm = 1.91877 (0.03) max norm = 1.90514 (0.03) max norm = 0.286347 (0.03) max norm = 1.0161 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.344445e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 5.806999e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.273969e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 1.263516e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.195025e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 1.257367e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.716924e-003 1.000000e-002 moment: 1.000000e+000 *** angle : 2.339194e-007 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.403052e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 2.423713e-006 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.595044e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 6.360497e-006 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 1.46114 Data Record #1 =========================================================================== Step = 34 Time = 1.46113804 Data = center_of_mass 1 -11.0249 42.1999 14.8616 2 0 0 0 3 -3.34 -9.92 -15.915 4 -5.74858 -16.1315 6.4952 17 -3.33915 -9.92594 -18.267 18 -6.38776 -16.2198 6.48326 19 -11.4926 40.5473 22.6453 20 -8.77286 -16.5548 6.44004 21 -9.16551 12.1639 63.285 Data Record #2 =========================================================================== Step = 34 Time = 1.46113804 Data = rotation_quaternion 1 0.105768 0.0106184 -0.0195265 0.994142 2 0 0 0 1 3 0 0 0 1 4 0.349488 0.0458858 -0.0123854 0.935735 17 -0.00124789 -0.00019808 -0.0147835 0.99989 18 -0.000738224 -0.0114733 -0.0147537 0.999825 19 0.105493 0.0101817 -0.0153517 0.994249 20 0.10595 0.00731727 -0.0156223 0.994222 21 0.239576 0.0480001 -0.00881161 0.96965 Data Record #3 =========================================================================== Step = 34 Time = 1.46113804 Data = Reaction_Forces 1 -1.81218 1.7637 0.104742 2 -0.0281004 -0.0177384 0.194334 3 -0.401569 0.845759 -0.102942 4 204.442 1386.13 -475.474 17 -3.81329 -1.07024 1.41626 18 3.06963 6.74349 -2.51442 19 -4.41177 0.0410102 0.0683321 20 8.95173 -24.8749 8.50757 21 0.00101866 -0.000183623 -0.238714 Data Record #4 =========================================================================== Step = 34 Time = 1.46113804 Data = Reaction_Torques 1 -3.08385 -2.24211 -14.882 2 -3.26878 -7.7439 -1.17105 3 -268.211 -57.7561 -14.9475 4 -15028.6 -15720.3 14631.3 17 -2.12035 -101.648 4.43174 18 -1531.56 12207.5 -11679.4 19 -28.0755 92.2061 -323.729 20 18.8179 3.14023 -0.9159 21 -0.178951 -0.507004 -0.00443369 Data Record #5 =========================================================================== Step = 34 Time = 1.46113804 Data = Rigid_Connector_Force 1 0 0 0 2 -0.840821 6.19162 -1.09949 3 -0.097168 0.518367 -0.00133154 4 -3.91045 -0.551873 1.41493 5 3.41073 -25.6321 8.33857 6 -1.12923 -0.798159 -0.237329 7 -5.541 -0.757149 -0.168997 8 0.509611 -3.10759 2.01307 Data Record #6 =========================================================================== Step = 34 Time = 1.46113804 Data = Rigid_Connector_Moment 1 0 0 0 2 2203.4 12735.5 -11680.9 3 3752.05 538.829 0 4 3734.13 533.862 -1.53759 5 -0.092536 0.682924 -0.132349 6 6.56186 -3.12081 -0.268278 7 -18.8561 -2.83763 0.706061 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0478462 ===== beginning time step 35 : 1.50898 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19970658 1 Nonlinear solution status: time= 1.50898 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.500828e+010 8.232624e+010 0.000000e+000 energy 1.720539e+004 6.499096e+003 1.720539e+003 displacement 1.957998e+005 1.957998e+005 1.957998e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20091618 2 Nonlinear solution status: time= 1.50898 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.500828e+010 2.220428e+009 0.000000e+000 energy 1.720539e+004 6.042721e+002 1.720539e+003 displacement 1.957998e+005 3.075750e+003 1.858411e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20024676 3 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.50898 Retrying time step. Retry attempt 1 of max 5 AUTO STEPPER: retry step, dt = 0.0239231 ===== beginning time step 35 : 1.48506 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19970658 1 Nonlinear solution status: time= 1.48506 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.260025e+010 5.730784e+009 0.000000e+000 energy 4.349617e+003 4.497039e+002 4.349617e+002 displacement 4.560611e+004 4.560611e+004 4.560611e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20011518 2 Nonlinear solution status: time= 1.48506 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.260025e+010 4.829672e+007 0.000000e+000 energy 4.349617e+003 6.709256e-001 4.349617e+002 displacement 4.560611e+004 1.324281e+003 4.068228e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19983816 3 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.48506 Retrying time step. Retry attempt 2 of max 5 AUTO STEPPER: retry step, dt = 0.0119615 ===== beginning time step 35 : 1.4731 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19970748 1 Nonlinear solution status: time= 1.4731 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.440583e+009 3.812369e+008 0.000000e+000 energy 1.117928e+003 4.803286e+001 1.117928e+002 displacement 1.020169e+004 1.020169e+004 1.020169e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19977156 2 Nonlinear solution status: time= 1.4731 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.440583e+009 5.630230e+007 0.000000e+000 energy 1.117928e+003 2.770680e+000 1.117928e+002 displacement 1.020169e+004 8.538562e+002 9.240725e-001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19963440 3 Nonlinear solution status: time= 1.4731 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.216526 convergence norms : INITIAL CURRENT REQUIRED residual 5.440583e+009 5.499541e+007 0.000000e+000 energy 1.117928e+003 1.480395e-002 1.117928e+002 displacement 1.020169e+004 1.206466e+001 9.344951e-001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19962684 4 Nonlinear solution status: time= 1.4731 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 4 step from line search = 0.028846 convergence norms : INITIAL CURRENT REQUIRED residual 5.440583e+009 5.457610e+007 0.000000e+000 energy 1.117928e+003 2.129675e-002 1.117928e+002 displacement 1.020169e+004 1.754694e-001 9.358370e-001 ........................ augmentation # 1 max norm = 0.715807 (0.03) max norm = 1.47521 (0.03) max norm = 1.98005 (0.03) max norm = 1.91023 (0.03) max norm = 0.292262 (0.03) max norm = 1.03334 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.805658e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 2.244510e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.030610e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.331323e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.122505e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 1.330468e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.306529e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 1.944011e-008 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.505547e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 2.916154e-007 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.086623e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 3.263075e-007 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 1.4731 Data Record #1 =========================================================================== Step = 35 Time = 1.47309959 Data = center_of_mass 1 -11.0116 42.0611 14.8757 2 0 0 0 3 -3.34 -9.92 -15.915 4 -5.86005 -16.2653 6.34867 17 -3.3391 -9.9266 -18.4147 18 -6.41124 -16.3396 6.33659 19 -11.49 40.3548 22.7513 20 -8.97088 -16.685 6.28067 21 -9.19565 11.644 63.0377 Data Record #2 =========================================================================== Step = 35 Time = 1.47309959 Data = rotation_quaternion 1 0.107903 0.0104916 -0.0206781 0.993891 2 0 0 0 1 3 0 0 0 1 4 0.358367 0.0449575 -0.0135786 0.932399 17 -0.00131569 -0.000203418 -0.0181344 0.999835 18 -0.000882387 -0.0117091 -0.0181026 0.999767 19 0.107665 0.0101049 -0.0170618 0.993989 20 0.108338 0.0057735 -0.0174796 0.993944 21 0.245257 0.0481596 -0.00931815 0.968216 Data Record #3 =========================================================================== Step = 35 Time = 1.47309959 Data = Reaction_Forces 1 -0.291624 0.0192192 -0.0410106 2 -0.0261077 -0.016713 0.187737 3 -0.025183 0.0694703 -0.149185 4 27.9218 -2.07496 9.53922 17 1.11174 0.111162 0.010379 18 -1.14248 0.0944611 -0.14188 19 -0.0701772 0.041026 -0.377477 20 0.566265 -2.04261 1.50619 21 0.00785888 -0.0126599 0.0217005 Data Record #4 =========================================================================== Step = 35 Time = 1.47309959 Data = Reaction_Torques 1 -0.46584 0.0857586 -0.761956 2 -3.11291 -7.53701 -1.08229 3 -2.26178 4.05252 -16.405 4 517.998 -3291.87 3836.61 17 -6.30474 27.4176 -2.09829 18 -394.328 3506.01 -4037.53 19 21.3726 8.35125 -18.2526 20 1.28221 -2.15683 -0.335863 21 -0.00729234 -0.00572781 -0.00337544 Data Record #5 =========================================================================== Step = 35 Time = 1.47309959 Data = Rigid_Connector_Force 1 0 0 0 2 -0.0302835 0.245926 -0.131607 3 0.000453752 0.0403034 -0.000106171 4 1.11219 0.151465 0.0102728 5 0.246073 -2.00534 1.11271 6 -0.250015 -0.00375246 -0.0160011 7 -0.320192 0.0372735 -0.393478 8 0.493868 -3.21428 2.01669 Data Record #6 =========================================================================== Step = 35 Time = 1.47309959 Data = Rigid_Connector_Moment 1 0 0 0 2 3560.59 4044.48 -4037.92 3 3957.49 538.575 0 4 3954.93 538.407 -0.397886 5 0.00706747 -0.0552255 0.0173623 6 0.857565 0.150838 0.0847747 7 -0.966478 -0.11233 -0.107668 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0195692 ===== beginning time step 36 : 1.49267 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19962576 1 Nonlinear solution status: time= 1.49267 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.707626e+010 2.672148e+009 0.000000e+000 energy 2.865883e+003 1.656040e+002 2.865883e+002 displacement 3.439787e+004 3.439787e+004 3.439787e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20009016 2 Nonlinear solution status: time= 1.49267 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.707626e+010 1.934139e+007 0.000000e+000 energy 2.865883e+003 4.535823e+000 2.865883e+002 displacement 3.439787e+004 5.710084e+002 3.123790e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19986354 3 Nonlinear solution status: time= 1.49267 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 0.016220 convergence norms : INITIAL CURRENT REQUIRED residual 1.707626e+010 1.959805e+007 0.000000e+000 energy 2.865883e+003 3.968776e-002 2.865883e+002 displacement 3.439787e+004 6.205492e-002 3.121700e+000 ........................ augmentation # 1 max norm = 0.745316 (0.03) max norm = 1.54693 (0.03) max norm = 2.11235 (0.03) max norm = 1.98518 (0.03) max norm = 0.306523 (0.03) max norm = 1.08068 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.690063e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 1.725067e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.152060e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.393717e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.413650e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 1.393974e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.470076e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 5.007452e-008 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.176696e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 3.090946e-007 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.469879e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.923371e-007 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 1.49267 Data Record #1 =========================================================================== Step = 36 Time = 1.49266882 Data = center_of_mass 1 -10.9656 41.6336 14.9345 2 0 0 0 3 -3.34 -9.92 -15.915 4 -5.90134 -16.5907 6.16373 17 -3.33899 -9.92742 -18.6009 18 -6.36604 -16.6538 6.15307 19 -11.4619 39.7796 23.1014 20 -8.90199 -16.9979 6.09505 21 -9.12289 10.5225 62.6197 Data Record #2 =========================================================================== Step = 36 Time = 1.49266882 Data = rotation_quaternion 1 0.112891 0.0107916 -0.021901 0.993307 2 0 0 0 1 3 0 0 0 1 4 0.372432 0.0468775 -0.0127634 0.926787 17 -0.0013773 -0.000213288 -0.0179525 0.999838 18 -0.000990734 -0.0118184 -0.0179187 0.999769 19 0.112541 0.0101922 -0.0165462 0.993457 20 0.113182 0.00607799 -0.0169634 0.993411 21 0.2547 0.0495034 -0.0100473 0.9657 Data Record #3 =========================================================================== Step = 36 Time = 1.49266882 Data = Reaction_Forces 1 -0.0535841 -0.168396 -0.0729416 2 -0.0250742 -0.022146 0.181192 3 -0.0493604 0.130696 -0.15874 4 3.66564 79.5059 -25.0229 17 -0.0798339 -0.0502816 0.432489 18 0.0676834 0.193173 -0.62794 19 0.0451256 0.320253 0.0414308 20 -0.0178261 -0.127723 0.117799 21 -0.000569337 -0.00399549 -0.0170031 Data Record #4 =========================================================================== Step = 36 Time = 1.49266882 Data = Reaction_Torques 1 0.368356 0.270815 -0.210177 2 -3.20342 -7.26901 -1.31301 3 -3.73516 -9.54364 -20.3031 4 -848.659 -1371.2 2865.34 17 1.66206 -2.06793 -1.00908 18 -92.4794 1129.56 -2737.89 19 0.567917 -0.725799 1.4733 20 0.506643 -0.0285507 0.305386 21 -0.0283566 -0.0346351 0.00382306 Data Record #5 =========================================================================== Step = 36 Time = 1.49266882 Data = Rigid_Connector_Force 1 0 0 0 2 -0.0204306 0.183578 -0.195566 3 -0.00828014 0.0406864 -0.000115491 4 -0.088114 -0.00959519 0.432374 5 0.0138284 -0.116801 0.0881898 6 -0.0134711 -0.309331 -0.0710398 7 0.0316545 0.0109215 -0.029609 8 0.507208 -3.36764 2.02306 Data Record #6 =========================================================================== Step = 36 Time = 1.49266882 Data = Rigid_Connector_Moment 1 0 0 0 2 4051.24 1693.49 -2739.02 3 4142.72 565.583 0 4 4143.49 565.612 -1.14357 5 -0.019894 0.136651 0.0591429 6 0.811078 0.425146 0.145801 7 -0.502095 -0.00854606 -0.2842 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0256554 ===== beginning time step 37 : 1.51832 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19985958 1 Nonlinear solution status: time= 1.51832 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.899112e+010 7.774174e+009 0.000000e+000 energy 4.907307e+003 5.246067e+002 4.907307e+002 displacement 5.959541e+004 5.959541e+004 5.959541e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20040426 2 Nonlinear solution status: time= 1.51832 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.899112e+010 3.435356e+007 0.000000e+000 energy 4.907307e+003 3.738156e+000 4.907307e+002 displacement 5.959541e+004 1.033295e+003 5.442243e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20011068 3 Nonlinear solution status: time= 1.51832 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 2.899112e+010 4.920444e+007 0.000000e+000 energy 4.907307e+003 3.737042e+000 4.907307e+002 displacement 5.959541e+004 1.422034e+002 5.247505e+000 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20006352 4 Nonlinear solution status: time= 1.51832 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.899112e+010 4.273306e+007 0.000000e+000 energy 4.907307e+003 5.629013e-001 4.907307e+002 displacement 5.959541e+004 2.417413e+002 5.040941e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20001024 5 Nonlinear solution status: time= 1.51832 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.899112e+010 8.400847e+006 0.000000e+000 energy 4.907307e+003 1.755553e+000 4.907307e+002 displacement 5.959541e+004 3.988446e+001 5.000166e+000 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19999764 6 Nonlinear solution status: time= 1.51832 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.899112e+010 2.074640e+006 0.000000e+000 energy 4.907307e+003 3.424498e-001 4.907307e+002 displacement 5.959541e+004 1.152812e+001 4.994342e+000 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19999152 7 Nonlinear solution status: time= 1.51832 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.899112e+010 4.759542e+005 0.000000e+000 energy 4.907307e+003 8.423414e-002 4.907307e+002 displacement 5.959541e+004 2.886602e+000 4.994946e+000 ........................ augmentation # 1 max norm = 0.78228 (0.03) max norm = 1.64758 (0.03) max norm = 2.28541 (0.03) max norm = 2.06044 (0.03) max norm = 0.324264 (0.03) max norm = 1.13994 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.068989e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437397e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.567470e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.425641e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.642903e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.425648e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.348567e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 2.539757e-009 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.050531e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 2.193720e-009 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.546748e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 4.550786e-010 1.000000e-004 convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 1.51832 Data Record #1 =========================================================================== Step = 37 Time = 1.51832421 Data = center_of_mass 1 -10.9704 41.1541 14.9556 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.02445 -16.9656 5.89214 17 -3.33889 -9.92833 -18.8614 18 -6.34017 -17.0076 5.88388 19 -11.506 39.084 23.5494 20 -9.06416 -17.3701 5.8126 21 -9.17689 9.13686 61.9971 Data Record #2 =========================================================================== Step = 37 Time = 1.51832421 Data = rotation_quaternion 1 0.119545 0.0104761 -0.0235702 0.992494 2 0 0 0 1 3 0 0 0 1 4 0.391021 0.0478111 -0.0129506 0.919048 17 -0.00140922 -0.000215755 -0.019651 0.999806 18 -0.000846007 -0.0133131 -0.0196122 0.999719 19 0.119145 0.00975364 -0.0174778 0.992675 20 0.119831 0.00532307 -0.0179564 0.992618 21 0.267051 0.0503739 -0.0108117 0.962304 Data Record #3 =========================================================================== Step = 37 Time = 1.51832421 Data = Reaction_Forces 1 -0.00362021 0.0173567 0.00464469 2 -0.023756 -0.0281682 0.170579 3 0.0234487 0.0283635 -0.170684 4 0.218412 -0.0996844 0.0819327 17 0.00339798 0.00038323 0.001238 18 -0.00352557 0.000570626 -0.00149456 19 -0.0068613 0.00139623 -0.00477235 20 0.00573643 -0.0233119 0.0103187 21 0.000158709 -0.000392487 0.000508628 Data Record #4 =========================================================================== Step = 37 Time = 1.51832421 Data = Reaction_Torques 1 -0.142842 -0.0370205 0.0278675 2 -3.27858 -6.82885 -1.56484 3 1.04646 8.31087 0.700153 4 46.0541 -385.591 293.982 17 0.0105874 0.0882069 -0.00461209 18 -43.9639 387.185 -294.757 19 0.274755 0.0930068 -0.156842 20 0.0035666 -0.0333901 -0.00424653 21 -4.65566e-005 -0.000790338 -0.000473159 Data Record #5 =========================================================================== Step = 37 Time = 1.51832421 Data = Rigid_Connector_Force 1 0 0 0 2 -0.000130264 0.00102948 -0.000256774 3 -2.67357e-006 7.56272e-005 -2.14758e-007 4 0.0033953 0.000458857 0.00123778 5 0.00286287 -0.0226217 0.00562477 6 0.00398774 -0.000706078 7.84394e-005 7 -0.00287356 0.000690157 -0.00469391 8 0.515239 -3.57476 2.02514 Data Record #6 =========================================================================== Step = 37 Time = 1.51832421 Data = Rigid_Connector_Moment 1 0 0 0 2 4195.62 951.246 -294.756 3 4239.57 564.062 0 4 4239.59 564.065 0.000594212 5 0.000858584 -0.00701331 0.00285125 6 0.00609198 -0.00248032 -0.000217805 7 0.000973915 -8.57638e-005 0.000952892 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0305243 ===== beginning time step 38 : 1.54885 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 19999152 1 Nonlinear solution status: time= 1.54885 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.134055e+010 1.542981e+010 0.000000e+000 energy 6.948604e+003 1.034908e+003 6.948604e+002 displacement 8.387740e+004 8.387740e+004 8.387740e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20079342 2 Nonlinear solution status: time= 1.54885 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.134055e+010 7.314781e+007 0.000000e+000 energy 6.948604e+003 2.819639e+001 6.948604e+002 displacement 8.387740e+004 1.318602e+003 7.835680e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20042982 3 Nonlinear solution status: time= 1.54885 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 4.134055e+010 5.362267e+007 0.000000e+000 energy 6.948604e+003 3.975237e+000 6.948604e+002 displacement 8.387740e+004 3.269515e+002 7.513834e+000 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20034756 4 Nonlinear solution status: time= 1.54885 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.134055e+010 3.725423e+007 0.000000e+000 energy 6.948604e+003 9.491607e-001 6.948604e+002 displacement 8.387740e+004 4.967071e+002 7.182694e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20027178 5 Nonlinear solution status: time= 1.54885 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.134055e+010 5.086812e+006 0.000000e+000 energy 6.948604e+003 1.432097e+000 6.948604e+002 displacement 8.387740e+004 3.116777e+001 7.088144e+000 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20025126 6 Nonlinear solution status: time= 1.54885 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.134055e+010 1.047385e+006 0.000000e+000 energy 6.948604e+003 2.025961e-001 6.948604e+002 displacement 8.387740e+004 4.200007e+000 7.053596e+000 ........................ augmentation # 1 max norm = 0.829431 (0.03) max norm = 1.76156 (0.03) max norm = 2.515 (0.03) max norm = 2.16321 (0.03) max norm = 0.348619 (0.03) max norm = 1.21419 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.892304e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.532104e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.083855e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.508195e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.290647e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.508208e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.552876e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 3.630321e-009 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.098762e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 4.139189e-009 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.551546e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 6.356605e-009 1.000000e-004 convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 1.54885 Data Record #1 =========================================================================== Step = 38 Time = 1.54884852 Data = center_of_mass 1 -10.874 40.5567 14.9728 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.12261 -17.422 5.5929 17 -3.3387 -9.92967 -19.1489 18 -6.2743 -17.4423 5.58843 19 -11.4094 38.1917 24.1411 20 -8.90881 -17.7956 5.51074 21 -8.68666 7.54621 61.2602 Data Record #2 =========================================================================== Step = 38 Time = 1.54884852 Data = rotation_quaternion 1 0.127258 0.012257 -0.0200492 0.991591 2 0 0 0 1 3 0 0 0 1 4 0.412739 0.0499682 -0.0113271 0.909407 17 -0.0014907 -0.00022905 -0.0191134 0.999816 18 -0.000748955 -0.0149852 -0.0190669 0.999706 19 0.127021 0.0117849 -0.0163233 0.991696 20 0.128075 0.00501693 -0.0171111 0.991604 21 0.280551 0.053267 -0.00617756 0.95834 Data Record #3 =========================================================================== Step = 38 Time = 1.54884852 Data = Reaction_Forces 1 -0.000679332 0.00414286 0.00100584 2 -0.0192556 -0.0387839 0.144304 3 0.0186127 0.0392481 -0.143834 4 0.461148 -0.206317 0.179274 17 0.0124812 0.00148455 0.00276591 18 -0.0125841 -0.000953315 -0.00302598 19 -0.00677196 0.00055893 -0.00288637 20 0.00889326 -0.0335193 0.0140805 21 0.000133791 -0.000192817 0.000463711 Data Record #4 =========================================================================== Step = 38 Time = 1.54884852 Data = Reaction_Torques 1 -0.0212643 -0.0222669 0.0252089 2 -3.29835 -5.79061 -1.98637 3 1.17888 7.0573 0.911991 4 60.3762 -524.49 492.57 17 -0.00105756 0.319063 -0.0177327 18 -56.5349 527.719 -494.309 19 0.137361 0.117328 -0.261803 20 0.0214371 -0.0215509 -0.00349764 21 -0.000464836 0.00190208 -0.00096464 Data Record #5 =========================================================================== Step = 38 Time = 1.54884852 Data = Rigid_Connector_Force 1 0 0 0 2 -9.14602e-005 0.000739301 -0.000260679 3 1.14573e-005 0.000208069 -6.17455e-007 4 0.0124926 0.00169262 0.0027653 5 0.00415829 -0.0334656 0.0111828 6 0.002037 -0.000505289 -1.13714e-005 7 -0.00473496 5.36406e-005 -0.00289774 8 0.482334 -3.8236 2.01363 Data Record #6 =========================================================================== Step = 38 Time = 1.54884852 Data = Rigid_Connector_Moment 1 0 0 0 2 4427.92 1129.26 -494.308 3 4484.42 601.545 0 4 4484.46 601.554 0.0014758 5 0.00112032 -0.00949902 0.00520831 6 0.00981031 -0.00749043 -0.00135916 7 -0.0180817 -0.00374687 0.00476131 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0344194 ===== beginning time step 39 : 1.58327 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20025180 1 Nonlinear solution status: time= 1.58327 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.256555e+010 2.446513e+010 0.000000e+000 energy 8.841499e+003 1.676580e+003 8.841499e+002 displacement 1.125670e+005 1.125670e+005 1.125670e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20095308 2 Nonlinear solution status: time= 1.58327 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.256555e+010 1.703398e+008 0.000000e+000 energy 8.841499e+003 6.874344e+001 8.841499e+002 displacement 1.125670e+005 2.008888e+003 1.099532e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20059740 3 Nonlinear solution status: time= 1.58327 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 5.256555e+010 8.229624e+007 0.000000e+000 energy 8.841499e+003 4.595376e+000 8.841499e+002 displacement 1.125670e+005 3.533601e+002 1.076322e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20053602 4 Nonlinear solution status: time= 1.58327 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.256555e+010 3.552090e+007 0.000000e+000 energy 8.841499e+003 9.346575e-001 8.841499e+002 displacement 1.125670e+005 6.543134e+002 1.054067e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20044566 5 Nonlinear solution status: time= 1.58327 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.256555e+010 5.655420e+006 0.000000e+000 energy 8.841499e+003 1.375700e+000 8.841499e+002 displacement 1.125670e+005 6.580734e+001 1.045534e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20042568 6 Nonlinear solution status: time= 1.58327 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.256555e+010 1.232645e+006 0.000000e+000 energy 8.841499e+003 2.251804e-001 8.841499e+002 displacement 1.125670e+005 6.914180e+000 1.041374e+001 ........................ augmentation # 1 max norm = 0.883089 (0.03) max norm = 1.88924 (0.03) max norm = 2.79586 (0.03) max norm = 2.27084 (0.03) max norm = 0.382279 (0.03) max norm = 1.29889 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.007428e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.650101e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.565751e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.623114e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.332119e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.623127e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.979544e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 6.014696e-009 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.544441e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 6.014736e-009 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.993293e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.099963e-008 1.000000e-004 convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 1.58327 Data Record #1 =========================================================================== Step = 39 Time = 1.58326797 Data = center_of_mass 1 -10.6432 39.7631 15.0094 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.23848 -17.9177 5.25641 17 -3.33845 -9.93143 -19.4677 18 -6.19675 -17.912 5.25784 19 -11.1314 36.9984 24.9025 20 -8.551 -18.2322 5.1772 21 -7.73326 5.66959 60.425 Data Record #2 =========================================================================== Step = 39 Time = 1.58326797 Data = rotation_quaternion 1 0.13674 0.0160827 -0.0132521 0.990388 2 0 0 0 1 3 0 0 0 1 4 0.436952 0.0521306 -0.00888524 0.897929 17 -0.00160406 -0.000247974 -0.018196 0.999833 18 -0.000601451 -0.0173545 -0.018138 0.999685 19 0.136796 0.0162115 -0.0141934 0.990365 20 0.138653 0.00443207 -0.0156913 0.990207 21 0.294681 0.05752 0.00186814 0.953861 Data Record #3 =========================================================================== Step = 39 Time = 1.58326797 Data = Reaction_Forces 1 -0.00245366 0.00470572 0.000889773 2 -0.0110632 -0.0542317 0.0985358 3 0.0104908 0.0547611 -0.0979828 4 0.533176 -0.238945 0.218602 17 0.0127988 0.00150965 0.00314113 18 -0.0129434 -0.000814562 -0.00345294 19 -0.00767002 0.00567331 0.000223795 20 0.0103423 -0.0276331 0.0103701 21 0.000159861 -9.45504e-005 0.000231465 Data Record #4 =========================================================================== Step = 39 Time = 1.58326797 Data = Reaction_Torques 1 -0.0306611 0.024572 -0.0260323 2 -3.2298 -3.9992 -2.57825 3 1.31577 5.05057 1.56038 4 63.022 -563.928 540.083 17 0.00024422 0.328507 -0.0180326 18 -58.9623 567.364 -541.839 19 0.0440396 0.130054 -0.402312 20 0.0302659 0.0122786 0.00400705 21 -0.000415273 0.00266535 -0.00103982 Data Record #5 =========================================================================== Step = 39 Time = 1.58326797 Data = Rigid_Connector_Force 1 0 0 0 2 -0.000118533 0.000950332 -0.000312619 3 2.60615e-005 0.000255247 -8.09634e-007 4 0.0128249 0.00176489 0.00314032 5 0.00353322 -0.0282188 0.0088872 6 0.000860902 -0.00625906 -0.00170668 7 -0.00680912 -0.000585745 -0.00148289 8 0.399807 -4.09047 1.98058 Data Record #6 =========================================================================== Step = 39 Time = 1.58326797 Data = Rigid_Connector_Moment 1 0 0 0 2 4766 1223.6 -541.837 3 4824.92 656.235 0 4 4824.96 656.245 0.00176616 5 -0.00225178 0.0175042 -0.00375781 6 -0.00383148 0.0170302 0.0045702 7 -0.0314779 -0.00192966 -0.00971316 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0375356 ===== beginning time step 40 : 1.6208 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20041272 1 Nonlinear solution status: time= 1.6208 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.251420e+010 3.399394e+010 0.000000e+000 energy 1.052133e+004 2.360823e+003 1.052133e+003 displacement 1.558720e+005 1.558720e+005 1.558720e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20119518 2 Nonlinear solution status: time= 1.6208 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.251420e+010 3.204280e+008 0.000000e+000 energy 1.052133e+004 1.224724e+002 1.052133e+003 displacement 1.558720e+005 3.511362e+003 1.441229e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20072682 3 Nonlinear solution status: time= 1.6208 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 0.057183 convergence norms : INITIAL CURRENT REQUIRED residual 6.251420e+010 2.909855e+008 0.000000e+000 energy 1.052133e+004 7.178090e-001 1.052133e+003 displacement 1.558720e+005 5.662950e+000 1.437149e+001 ........................ augmentation # 1 max norm = 0.938343 (0.03) max norm = 2.02303 (0.03) max norm = 3.14095 (0.03) max norm = 2.39216 (0.03) max norm = 0.410953 (0.03) max norm = 1.39849 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.249417e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 2.272302e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.346391e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.777560e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.087158e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 1.778216e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.449488e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 2.668595e-006 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.156975e-003 1.000000e-002 moment: 1.000000e+000 *** angle : 2.211386e-006 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.020830e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 1.391033e-006 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 1.6208 Data Record #1 =========================================================================== Step = 40 Time = 1.62080353 Data = center_of_mass 1 -10.5329 38.5923 15.1658 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.31061 -18.4606 4.90023 17 -3.33806 -9.93371 -19.8095 18 -6.08122 -18.4283 4.90919 19 -11.0082 35.4559 25.5476 20 -8.20723 -18.7273 4.82593 21 -7.27196 3.33149 59.6102 Data Record #2 =========================================================================== Step = 40 Time = 1.62080353 Data = rotation_quaternion 1 0.147016 0.0177441 -0.0107162 0.988917 2 0 0 0 1 3 0 0 0 1 4 0.462866 0.0552779 -0.00506586 0.884689 17 -0.00175591 -0.000276587 -0.0154421 0.999879 18 -0.000552204 -0.0193545 -0.0153694 0.999694 19 0.147031 0.0177822 -0.0109869 0.988911 20 0.149242 0.00402328 -0.0128843 0.988709 21 0.310423 0.0609683 0.00447627 0.948631 Data Record #3 =========================================================================== Step = 40 Time = 1.62080353 Data = Reaction_Forces 1 -4.32797 1.4832 -2.75225 2 0.00223278 -0.0773275 0.0300298 3 -0.245717 0.29677 0.0273704 4 -82.1508 1186.85 -167.668 17 0.447093 0.083147 2.03671 18 -0.436546 -0.106601 -2.25952 19 -0.178755 19.8865 9.07103 20 -0.50291 0.28523 -3.2969 21 -0.014036 0.0471678 -0.172173 Data Record #4 =========================================================================== Step = 40 Time = 1.62080353 Data = Reaction_Torques 1 -7.36226 44.3478 -105.128 2 -3.11393 -1.35431 -3.44775 3 -158.245 -91.5704 -25.5766 4 -14626.8 -3122.05 7010.43 17 3.1832 11.2962 -7.30143 18 404.953 -2005.91 -3531.1 19 -179.193 -42.0336 20.1889 20 -2.51765 16.6352 0.948497 21 -0.264609 0.263405 0.202878 Data Record #5 =========================================================================== Step = 40 Time = 1.62080353 Data = Rigid_Connector_Force 1 0 0 0 2 0.0127086 -0.0283438 -0.222787 3 0.00216116 -0.00489009 1.82911e-005 4 0.449254 0.0782569 2.03673 5 0.0832528 -0.471776 -0.431805 6 0.764918 -20.6435 -6.20594 7 0.586163 -0.757006 2.8651 8 0.383545 -4.34504 1.9114 Data Record #6 =========================================================================== Step = 40 Time = 1.62080353 Data = Rigid_Connector_Moment 1 0 0 0 2 5688 -1265.69 -3537.64 3 5279.91 748.316 0 4 5281.94 748.032 -6.60087 5 0.0859211 1.5742 -7.84902 6 3.50076 5.3478 1.77702 7 0.128872 1.19952 -3.99491 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0400284 ===== beginning time step 41 : 1.66083 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20071512 1 Nonlinear solution status: time= 1.66083 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.586679e+010 4.329486e+010 0.000000e+000 energy 1.193580e+004 3.211710e+003 1.193580e+003 displacement 1.846996e+005 1.846996e+005 1.846996e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20145384 2 Nonlinear solution status: time= 1.66083 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.586679e+010 5.854001e+008 0.000000e+000 energy 1.193580e+004 1.909208e+002 1.193580e+003 displacement 1.846996e+005 6.849052e+003 1.619765e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20097000 3 Nonlinear solution status: time= 1.66083 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.586679e+010 1.268575e+008 0.000000e+000 energy 1.193580e+004 1.450190e+001 1.193580e+003 displacement 1.846996e+005 2.889987e+003 1.528728e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20086344 4 Nonlinear solution status: time= 1.66083 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.586679e+010 5.462765e+006 0.000000e+000 energy 1.193580e+004 2.928512e+000 1.193580e+003 displacement 1.846996e+005 8.914251e+002 1.517819e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20081664 5 Nonlinear solution status: time= 1.66083 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.586679e+010 8.402668e+005 0.000000e+000 energy 1.193580e+004 1.462731e-001 1.193580e+003 displacement 1.846996e+005 2.026214e+002 1.520936e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20080188 6 Nonlinear solution status: time= 1.66083 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.586679e+010 8.020685e+004 0.000000e+000 energy 1.193580e+004 2.086025e-002 1.193580e+003 displacement 1.846996e+005 3.937846e+001 1.524401e+001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20080170 7 Nonlinear solution status: time= 1.66083 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.586679e+010 6.309003e+003 0.000000e+000 energy 1.193580e+004 1.489136e-003 1.193580e+003 displacement 1.846996e+005 5.731548e+000 1.525934e+001 ........................ augmentation # 1 max norm = 0.994598 (0.03) max norm = 2.25216 (0.03) max norm = 3.5038 (0.03) max norm = 2.51252 (0.03) max norm = 0.4635 (0.03) max norm = 1.49102 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.893763e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 1.915302e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.475503e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 1.914325e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.516985e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 1.914325e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.486782e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 9.999235e-010 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.530059e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 8.755027e-009 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.121122e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 5.904442e-009 1.000000e-004 convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 1.66083 Data Record #1 =========================================================================== Step = 41 Time = 1.66083198 Data = center_of_mass 1 -10.3776 37.6307 15.0471 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.48084 -18.8816 4.47983 17 -3.33773 -9.9362 -20.1881 18 -6.03845 -18.8196 4.50114 19 -10.8553 33.7082 26.6736 20 -8.05199 -19.1019 4.40415 21 -6.78925 0.886568 58.224 Data Record #2 =========================================================================== Step = 41 Time = 1.66083198 Data = rotation_quaternion 1 0.162566 0.0199791 -0.00795349 0.986463 2 0 0 0 1 3 0 0 0 1 4 0.490424 0.0558598 -0.00229223 0.869689 17 -0.00189129 -0.00029609 -0.0162802 0.999866 18 -9.56861e-005 -0.0241353 -0.0161843 0.999578 19 0.162637 0.020189 -0.00923427 0.986436 20 0.16556 0.00214545 -0.0120231 0.986124 21 0.327855 0.0622798 0.00922895 0.942628 Data Record #3 =========================================================================== Step = 41 Time = 1.66083198 Data = Reaction_Forces 1 -0.00557136 0.028673 0.00780493 2 0.0216466 -0.103936 -0.0722695 3 -0.0216561 0.103949 0.0723269 4 0.00386051 -0.0017021 0.00196435 17 0.000438397 5.31578e-005 7.55965e-005 18 -0.000440663 -7.3536e-005 -4.89057e-005 19 -0.0284192 0.0362818 0.0126973 20 0.00590993 0.00152406 -0.00165566 21 0.000232136 -0.000378572 0.000322881 Data Record #4 =========================================================================== Step = 41 Time = 1.66083198 Data = Reaction_Torques 1 -0.269065 -0.016539 -0.014709 2 -2.65748 2.61404 -4.38936 3 1.79919 -3.40977 4.97396 4 -3.66273 6.56919 55.6875 17 -0.00132879 0.0111171 -0.000670638 18 3.57675 -6.38269 -55.6559 19 -0.0725875 0.109449 -0.361118 20 -0.00113316 0.00318157 0.0166469 21 -0.000172758 0.00205979 -0.000630506 Data Record #5 =========================================================================== Step = 41 Time = 1.66083198 Data = Rigid_Connector_Force 1 0 0 0 2 2.93621e-007 -1.12551e-005 2.66575e-005 3 2.55978e-006 9.12313e-006 -3.32581e-008 4 0.000440957 6.2281e-005 7.55632e-005 5 -6.12725e-006 0.000282021 -0.000693502 6 0.0225032 -0.0375238 -0.0117351 7 -0.00591606 -0.00124204 0.000962162 8 0.322477 -4.60227 1.85713 Data Record #6 =========================================================================== Step = 41 Time = 1.66083198 Data = Rigid_Connector_Moment 1 0 0 0 2 5691.15 789.397 -55.6559 3 5687.57 795.78 0 4 5687.57 795.78 1.68717e-005 5 -0.000102591 0.00160255 -0.00253376 6 -0.00900536 0.0234881 0.00755434 7 -8.29969e-005 0.0055538 -0.0168199 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0420228 ===== beginning time step 42 : 1.70285 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20080422 1 Nonlinear solution status: time= 1.70285 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.835033e+010 5.173396e+010 0.000000e+000 energy 1.320838e+004 3.615170e+003 1.320838e+003 displacement 2.083165e+005 2.083165e+005 2.083165e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20147796 2 Nonlinear solution status: time= 1.70285 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.835033e+010 7.628636e+008 0.000000e+000 energy 1.320838e+004 2.552443e+002 1.320838e+003 displacement 2.083165e+005 8.755141e+003 1.824146e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20101266 3 Nonlinear solution status: time= 1.70285 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.835033e+010 1.463620e+007 0.000000e+000 energy 1.320838e+004 1.462652e-001 1.320838e+003 displacement 2.083165e+005 1.959877e+003 1.702615e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20093382 4 Nonlinear solution status: time= 1.70285 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.835033e+010 1.293403e+006 0.000000e+000 energy 1.320838e+004 1.338566e-001 1.320838e+003 displacement 2.083165e+005 9.937944e+002 1.677879e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20089854 5 Nonlinear solution status: time= 1.70285 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.835033e+010 1.643275e+005 0.000000e+000 energy 1.320838e+004 3.689839e-002 1.320838e+003 displacement 2.083165e+005 2.125890e+002 1.674697e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20089260 6 Nonlinear solution status: time= 1.70285 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.835033e+010 5.988166e+004 0.000000e+000 energy 1.320838e+004 8.770447e-003 1.320838e+003 displacement 2.083165e+005 6.395703e+001 1.677199e+001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20089098 7 Nonlinear solution status: time= 1.70285 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 7 step from line search = 0.601556 convergence norms : INITIAL CURRENT REQUIRED residual 7.835033e+010 3.158092e+004 0.000000e+000 energy 1.320838e+004 2.324318e-004 1.320838e+003 displacement 2.083165e+005 4.660070e+000 1.678207e+001 ........................ augmentation # 1 max norm = 1.054 (0.03) max norm = 2.63667 (0.03) max norm = 3.93118 (0.03) max norm = 2.71524 (0.03) max norm = 0.510108 (0.03) max norm = 1.59712 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.150656e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.084037e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.238315e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 2.083813e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.285820e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 2.083813e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.338445e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 3.910991e-009 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.884326e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 3.183700e-008 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.947437e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 2.718774e-008 1.000000e-004 convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 1.70285 Data Record #1 =========================================================================== Step = 42 Time = 1.70285474 Data = center_of_mass 1 -10.2558 36.5202 14.9972 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.55947 -19.3082 4.05535 17 -3.33724 -9.93923 -20.5754 18 -5.94911 -19.2204 4.09008 19 -10.7417 31.8613 27.5591 20 -7.71556 -19.4745 3.98957 21 -6.48081 -1.65535 56.8585 Data Record #2 =========================================================================== Step = 42 Time = 1.70285474 Data = rotation_quaternion 1 0.177211 0.0214076 -0.00743014 0.983912 2 0 0 0 1 3 0 0 0 1 4 0.518623 0.0579279 0.00243705 0.853035 17 -0.00205817 -0.000325939 -0.0145153 0.999892 18 0.000281257 -0.0284103 -0.0143924 0.999493 19 0.177112 0.0210803 -0.00560419 0.983949 20 0.180499 0.000597932 -0.00908392 0.983533 21 0.346048 0.0642396 0.0106549 0.935954 Data Record #3 =========================================================================== Step = 42 Time = 1.70285474 Data = Reaction_Forces 1 -0.0190968 0.0941032 0.0138266 2 0.0517669 -0.144351 -0.223175 3 -0.0516723 0.144418 0.223242 4 0.0318358 -0.00925952 0.00896008 17 5.64595e-005 1.23419e-005 0.000114907 18 -6.01307e-005 8.017e-006 -0.000102351 19 -0.162153 0.231826 0.102612 20 0.034128 0.00850285 -0.0199864 21 0.000618327 -0.00121445 0.000909075 Data Record #4 =========================================================================== Step = 42 Time = 1.70285474 Data = Reaction_Torques 1 -1.08599 -0.117224 -0.027903 2 -1.97987 8.41476 -5.80344 3 2.10274 -10.5214 7.05077 4 -17.4289 124.071 -11.187 17 4.68613e-005 0.00145339 -0.000351178 18 17.1764 -123.828 11.0829 19 -1.22385 0.602476 -2.03762 20 -0.0220267 0.0702779 0.110812 21 0.000357802 0.00132178 -0.00264086 Data Record #5 =========================================================================== Step = 42 Time = 1.70285474 Data = Rigid_Connector_Force 1 0 0 0 2 -3.18384e-006 1.71575e-005 1.25704e-005 3 4.87332e-007 -3.20141e-006 1.34782e-008 4 5.69468e-005 9.14052e-006 0.000114921 5 0.000630473 -0.0032933 -0.00275296 6 0.128656 -0.243622 -0.0853784 7 -0.0334975 -0.0117961 0.0172335 8 0.308805 -4.85934 1.76239 Data Record #6 =========================================================================== Step = 42 Time = 1.70285474 Data = Rigid_Connector_Moment 1 0 0 0 2 6205.21 764.259 11.0827 3 6188.04 888.087 0 4 6188.04 888.087 -0.000261665 5 0.00178752 -0.0103775 -0.00517447 6 0.00413157 0.0894145 0.0333217 7 0.00581145 0.0287047 -0.0761238 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0436182 ===== beginning time step 43 : 1.74647 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20089134 1 Nonlinear solution status: time= 1.74647 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.441258e+010 5.931435e+010 0.000000e+000 energy 1.424056e+004 4.152333e+003 1.424056e+003 displacement 2.367395e+005 2.367395e+005 2.367395e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20148498 2 Nonlinear solution status: time= 1.74647 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.441258e+010 1.049665e+009 0.000000e+000 energy 1.424056e+004 3.256883e+002 1.424056e+003 displacement 2.367395e+005 8.208675e+003 2.045738e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20104200 3 Nonlinear solution status: time= 1.74647 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.441258e+010 3.915827e+007 0.000000e+000 energy 1.424056e+004 3.441080e+000 1.424056e+003 displacement 2.367395e+005 2.360537e+003 1.866172e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20095758 4 Nonlinear solution status: time= 1.74647 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.441258e+010 2.007245e+006 0.000000e+000 energy 1.424056e+004 4.042018e-001 1.424056e+003 displacement 2.367395e+005 9.534628e+002 1.810304e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20092842 5 Nonlinear solution status: time= 1.74647 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 0.040390 convergence norms : INITIAL CURRENT REQUIRED residual 8.441258e+010 1.924553e+006 0.000000e+000 energy 1.424056e+004 1.086618e-002 1.424056e+003 displacement 2.367395e+005 4.255862e-001 1.809838e+001 ........................ augmentation # 1 max norm = 1.11286 (0.03) max norm = 3.04298 (0.03) max norm = 4.41627 (0.03) max norm = 2.85954 (0.03) max norm = 0.550703 (0.03) max norm = 1.70317 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.332919e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 2.302468e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.626746e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 2.258197e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.028105e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 2.258212e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.909289e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 2.515042e-007 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.502927e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 9.467099e-007 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.434861e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 1.125227e-006 1.000000e-004 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 1.74647 Data Record #1 =========================================================================== Step = 43 Time = 1.74647294 Data = center_of_mass 1 -10.155 35.2476 15.0509 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.66381 -19.713 3.59123 17 -3.33672 -9.94271 -20.9952 18 -5.88308 -19.6 3.64316 19 -10.6675 30.0027 28.1277 20 -7.54698 -19.8407 3.53247 21 -6.41852 -4.09404 55.8346 Data Record #2 =========================================================================== Step = 43 Time = 1.74647294 Data = rotation_quaternion 1 0.190325 0.0220584 -0.0102529 0.98142 2 0 0 0 1 3 0 0 0 1 4 0.547388 0.0592142 0.00642956 0.834757 17 -0.00223023 -0.00035431 -0.014018 0.999899 18 0.000700473 -0.0331777 -0.0138619 0.999353 19 0.189947 0.0207112 -0.00327343 0.98157 20 0.193727 -0.00187038 -0.00741282 0.981026 21 0.361906 0.0718498 -0.00107436 0.929441 Data Record #3 =========================================================================== Step = 43 Time = 1.74647294 Data = Reaction_Forces 1 -0.221792 2.16388 0.171515 2 0.0908768 -0.192581 -0.416401 3 -0.0939308 0.196088 0.425931 4 0.361357 0.126633 0.225928 17 0.198116 0.0281642 0.0222064 18 -0.198504 -0.0440446 -0.00437086 19 -5.18843 6.47367 3.42089 20 1.08808 0.606158 -0.941374 21 0.0764003 -0.120449 0.215353 Data Record #4 =========================================================================== Step = 43 Time = 1.74647294 Data = Reaction_Torques 1 -28.6002 -7.76783 8.17229 2 -0.948762 15.8204 -7.43627 3 1.70769 -19.9659 7.29507 4 -56.5205 -99.3609 972.174 17 -0.648147 5.0012 -0.309874 18 50.3333 95.1237 -972.449 19 -55.4877 19.533 -67.5503 20 -0.833237 4.27276 4.62674 21 0.089926 -0.190253 -0.485269 Data Record #5 =========================================================================== Step = 43 Time = 1.74647294 Data = Rigid_Connector_Force 1 0 0 0 2 0.000985052 -0.0150094 0.0178325 3 0.00137384 0.000871119 -3.00638e-006 4 0.19949 0.0290353 0.0222034 5 -0.00545825 0.109582 -0.156256 6 4.09489 -6.97025 -2.63577 7 -1.09354 -0.496576 0.785118 8 0.310636 -5.12917 1.59001 Data Record #6 =========================================================================== Step = 43 Time = 1.74647294 Data = Rigid_Connector_Moment 1 0 0 0 2 6755.3 1064.17 -972.444 3 6704.93 969.033 0 4 6704.97 969.082 0.00478292 5 -0.0575067 0.603863 -0.4487 6 0.454661 2.59575 1.0591 7 -0.0613515 1.22941 -3.14325 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0448946 ===== beginning time step 44 : 1.79137 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20092896 1 Nonlinear solution status: time= 1.79137 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.942464e+010 6.659491e+010 0.000000e+000 energy 1.507974e+004 4.708478e+003 1.507974e+003 displacement 2.409539e+005 2.409539e+005 2.409539e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20139930 2 Nonlinear solution status: time= 1.79137 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.942464e+010 1.402720e+009 0.000000e+000 energy 1.507974e+004 4.170822e+002 1.507974e+003 displacement 2.409539e+005 8.610296e+003 2.067659e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20095866 3 Nonlinear solution status: time= 1.79137 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.233248 convergence norms : INITIAL CURRENT REQUIRED residual 8.942464e+010 8.327594e+008 0.000000e+000 energy 1.507974e+004 6.664598e+000 1.507974e+003 displacement 2.409539e+005 1.489798e+002 2.014919e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20092482 4 Nonlinear solution status: time= 1.79137 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.942464e+010 2.663525e+007 0.000000e+000 energy 1.507974e+004 2.677210e+001 1.507974e+003 displacement 2.409539e+005 2.076164e+003 1.853168e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20082042 5 Nonlinear solution status: time= 1.79137 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 5 step from line search = 0.171925 convergence norms : INITIAL CURRENT REQUIRED residual 8.942464e+010 2.147998e+007 0.000000e+000 energy 1.507974e+004 1.465291e+000 1.507974e+003 displacement 2.409539e+005 2.536751e+001 1.845566e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20080872 6 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.79137 Retrying time step. Retry attempt 1 of max 5 AUTO STEPPER: retry step, dt = 0.0224473 ===== beginning time step 44 : 1.76892 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20092806 1 Nonlinear solution status: time= 1.76892 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.235702e+010 4.783583e+009 0.000000e+000 energy 3.766481e+003 2.668250e+002 3.766481e+002 displacement 5.896425e+004 5.896425e+004 5.896425e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20110770 2 Nonlinear solution status: time= 1.76892 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.235702e+010 3.201759e+007 0.000000e+000 energy 3.766481e+003 7.844831e+001 3.766481e+002 displacement 5.896425e+004 2.560994e+003 4.916676e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20092158 3 Nonlinear solution status: time= 1.76892 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.253596 convergence norms : INITIAL CURRENT REQUIRED residual 2.235702e+010 1.913460e+007 0.000000e+000 energy 3.766481e+003 2.775301e+000 3.766481e+002 displacement 5.896425e+004 5.058640e+001 4.817857e+000 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20091204 4 Nonlinear solution status: time= 1.76892 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 4 step from line search = 0.218881 convergence norms : INITIAL CURRENT REQUIRED residual 2.235702e+010 1.484565e+007 0.000000e+000 energy 3.766481e+003 7.796690e-001 3.766481e+002 displacement 5.896425e+004 2.437459e+001 4.760274e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20090808 5 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.76892 Retrying time step. Retry attempt 2 of max 5 AUTO STEPPER: retry step, dt = 0.0112236 ===== beginning time step 44 : 1.7577 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20093238 1 Nonlinear solution status: time= 1.7577 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.590402e+009 3.473388e+008 0.000000e+000 energy 9.397564e+002 6.541606e+000 9.397564e+001 displacement 1.419107e+004 1.419107e+004 1.419107e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20097864 2 Nonlinear solution status: time= 1.7577 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.329701 convergence norms : INITIAL CURRENT REQUIRED residual 5.590402e+009 1.643965e+008 0.000000e+000 energy 9.397564e+002 4.977988e-001 9.397564e+001 displacement 1.419107e+004 9.932418e+001 1.326291e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20095110 3 Nonlinear solution status: time= 1.7577 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.590402e+009 4.208416e+006 0.000000e+000 energy 9.397564e+002 1.217033e+000 9.397564e+001 displacement 1.419107e+004 6.115614e+002 1.186054e+000 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20090646 4 Nonlinear solution status: time= 1.7577 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 4 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 5.590402e+009 2.601834e+006 0.000000e+000 energy 9.397564e+002 1.673292e+001 9.397564e+001 displacement 1.419107e+004 9.186985e+001 1.153554e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20090754 5 Nonlinear solution status: time= 1.7577 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.590402e+009 5.140420e+005 0.000000e+000 energy 9.397564e+002 1.024423e+000 9.397564e+001 displacement 1.419107e+004 6.636606e+001 1.148567e+000 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20090430 6 Nonlinear solution status: time= 1.7577 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 6 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 5.590402e+009 5.188544e+004 0.000000e+000 energy 9.397564e+002 3.372669e+000 9.397564e+001 displacement 1.419107e+004 9.305465e+000 1.149900e+000 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20090610 7 Nonlinear solution status: time= 1.7577 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 7 step from line search = 0.115452 convergence norms : INITIAL CURRENT REQUIRED residual 5.590402e+009 4.900830e+004 0.000000e+000 energy 9.397564e+002 2.288450e-001 9.397564e+001 displacement 1.419107e+004 4.858229e-001 1.151358e+000 ........................ augmentation # 1 max norm = 1.13022 (0.03) max norm = 3.152 (0.03) max norm = 4.54735 (0.03) max norm = 2.9595 (0.03) max norm = 0.56594 (0.03) max norm = 1.73021 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.811833e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 2.280979e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.186195e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 2.279131e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.629666e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 2.279134e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.560078e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 7.910063e-009 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.136242e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 3.026194e-008 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.596093e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 3.597976e-008 1.000000e-004 convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 1.7577 Data Record #1 =========================================================================== Step = 44 Time = 1.75769658 Data = center_of_mass 1 -10.0787 34.9521 15.0254 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.68976 -19.7937 3.46672 17 -3.33662 -9.94342 -21.1067 18 -5.87471 -19.6758 3.52315 19 -10.575 29.4832 28.34 20 -7.44696 -19.9032 3.4143 21 -6.22784 -4.65882 55.5666 Data Record #2 =========================================================================== Step = 44 Time = 1.75769658 Data = rotation_quaternion 1 0.194341 0.0229917 -0.0098587 0.980615 2 0 0 0 1 3 0 0 0 1 4 0.554719 0.0594125 0.00747305 0.82988 17 -0.00225097 -0.000357215 -0.0141933 0.999897 18 0.000856739 -0.0344648 -0.0140291 0.999307 19 0.19395 0.0215414 -0.00250253 0.980772 20 0.197988 -0.00249451 -0.00701522 0.980176 21 0.365059 0.076567 -0.00665251 0.927806 Data Record #3 =========================================================================== Step = 44 Time = 1.75769658 Data = Reaction_Forces 1 -0.0192364 0.168983 0.0660869 2 0.103131 -0.207158 -0.477294 3 -0.10331 0.207387 0.477608 4 -0.0140308 -0.0176609 -0.0237014 17 -0.00133395 -5.3904e-005 0.00225567 18 0.00128053 0.000474293 -0.00203117 19 -0.18614 0.134742 0.0805327 20 0.0502808 0.0046154 -0.0314042 21 0.00485885 -0.00773769 0.0131499 Data Record #4 =========================================================================== Step = 44 Time = 1.75769658 Data = Reaction_Torques 1 -1.70927 -0.451607 0.432494 2 -0.595166 18.1571 -7.91963 3 1.54213 -23.0736 8.76906 4 -24.2892 144.305 55.2359 17 0.0144315 -0.0322685 -0.00248117 18 24.4345 -143.032 -55.3985 19 -1.6647 1.00194 -2.85203 20 -0.0401941 0.0883234 0.146345 21 0.00106535 -0.00506945 -0.0032625 Data Record #5 =========================================================================== Step = 44 Time = 1.75769658 Data = Rigid_Connector_Force 1 0 0 0 2 -5.92449e-005 0.000301914 0.000225031 3 -5.82767e-006 -0.000118475 5.30728e-007 4 -0.00133978 -0.000172379 0.0022562 5 0.00245214 -0.012986 -0.0082907 6 0.138311 -0.152343 -0.0574192 7 -0.0478287 -0.0176014 0.0231135 8 0.292211 -5.20043 1.5402 Data Record #6 =========================================================================== Step = 44 Time = 1.75769658 Data = Rigid_Connector_Moment 1 0 0 0 2 6791.86 832.647 -55.403 3 6767.42 975.688 0 4 6767.43 975.688 -0.00459078 5 0.00373788 -0.0199926 -0.0122248 6 -0.0159241 0.0828828 0.0334503 7 0.0178909 0.0425398 -0.0975765 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0189789 ===== beginning time step 45 : 1.77668 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20090898 1 Nonlinear solution status: time= 1.77668 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.598153e+010 2.517861e+009 0.000000e+000 energy 2.694017e+003 1.073978e+002 2.694017e+002 displacement 4.330051e+004 4.330051e+004 4.330051e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20103570 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.77668 Retrying time step. Retry attempt 1 of max 5 AUTO STEPPER: retry step, dt = 0.00948946 ===== beginning time step 45 : 1.76719 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20091276 1 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 1.935875e+008 0.000000e+000 energy 6.716447e+002 4.839158e+000 6.716447e+001 displacement 1.076600e+004 1.076600e+004 1.076600e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20093616 2 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.049863 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 1.761519e+008 0.000000e+000 energy 6.716447e+002 3.471508e-003 6.716447e+001 displacement 1.076600e+004 1.204718e+000 1.064849e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20093490 3 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 5.154561e+007 0.000000e+000 energy 6.716447e+002 1.622294e+000 6.716447e+001 displacement 1.076600e+004 1.125603e+002 9.627629e-001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20090880 4 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 4 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 1.655296e+007 0.000000e+000 energy 6.716447e+002 1.830169e-001 6.716447e+001 displacement 1.076600e+004 5.774972e+001 9.067530e-001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20089710 5 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 5 step from line search = 0.253667 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 1.056490e+007 0.000000e+000 energy 6.716447e+002 3.041268e-003 6.716447e+001 displacement 1.076600e+004 8.621381e+000 8.916322e-001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20089224 6 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 6 step from line search = 0.341584 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 6.049852e+006 0.000000e+000 energy 6.716447e+002 6.661875e-002 6.716447e+001 displacement 1.076600e+004 1.347051e+001 8.785802e-001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088954 7 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 7 step from line search = 0.269402 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 4.421723e+006 0.000000e+000 energy 6.716447e+002 1.561400e-001 6.716447e+001 displacement 1.076600e+004 8.105301e+000 8.750381e-001 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087982 8 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 21 stiffness matrix reformations = 8 step from line search = 0.274336 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 3.582370e+006 0.000000e+000 energy 6.716447e+002 2.581061e-001 6.716447e+001 displacement 1.076600e+004 7.806947e+000 8.752804e-001 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087910 9 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 9 step from line search = 0.258398 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 3.360851e+006 0.000000e+000 energy 6.716447e+002 4.407373e-001 6.716447e+001 displacement 1.076600e+004 6.643833e+000 8.779186e-001 Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087892 10 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 10 step from line search = 0.253387 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 3.442825e+006 0.000000e+000 energy 6.716447e+002 5.660672e-001 6.716447e+001 displacement 1.076600e+004 6.062629e+000 8.809884e-001 Reforming stiffness matrix: reformation #11 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087694 11 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 27 stiffness matrix reformations = 11 step from line search = 0.469465 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 3.753373e+006 0.000000e+000 energy 6.716447e+002 8.683679e-001 6.716447e+001 displacement 1.076600e+004 1.369597e+001 8.855508e-001 Reforming stiffness matrix: reformation #12 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087316 12 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 29 stiffness matrix reformations = 12 step from line search = 0.387725 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 3.994237e+006 0.000000e+000 energy 6.716447e+002 6.797128e-001 6.716447e+001 displacement 1.076600e+004 7.752423e+000 8.920449e-001 Reforming stiffness matrix: reformation #13 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20087496 13 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 30 stiffness matrix reformations = 13 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 6.001817e+006 0.000000e+000 energy 6.716447e+002 3.445715e+000 6.716447e+001 displacement 1.076600e+004 5.143873e+001 9.150893e-001 Reforming stiffness matrix: reformation #14 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20086236 14 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 31 stiffness matrix reformations = 14 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 4.624950e+006 0.000000e+000 energy 6.716447e+002 1.251193e+000 6.716447e+001 displacement 1.076600e+004 1.479874e+001 9.251381e-001 Reforming stiffness matrix: reformation #15 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088072 15 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 33 stiffness matrix reformations = 15 step from line search = 0.347078 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 6.379463e+006 0.000000e+000 energy 6.716447e+002 1.050779e+000 6.716447e+001 displacement 1.076600e+004 1.301018e+001 9.288826e-001 Reforming stiffness matrix: reformation #16 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088306 16 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 34 stiffness matrix reformations = 16 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 6.055660e+006 0.000000e+000 energy 6.716447e+002 1.902502e+000 6.716447e+001 displacement 1.076600e+004 3.634143e+001 9.355810e-001 Reforming stiffness matrix: reformation #17 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20091114 17 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 35 stiffness matrix reformations = 17 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 2.817573e+006 0.000000e+000 energy 6.716447e+002 5.670070e-001 6.716447e+001 displacement 1.076600e+004 2.115929e+001 9.343338e-001 Reforming stiffness matrix: reformation #18 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20091186 18 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 37 stiffness matrix reformations = 18 step from line search = 0.625874 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 4.231989e+006 0.000000e+000 energy 6.716447e+002 2.566958e-001 6.716447e+001 displacement 1.076600e+004 1.922774e+001 9.402053e-001 Reforming stiffness matrix: reformation #19 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20091816 19 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 38 stiffness matrix reformations = 19 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 2.583589e+006 0.000000e+000 energy 6.716447e+002 1.397324e-001 6.716447e+001 displacement 1.076600e+004 1.920846e+001 9.460779e-001 Reforming stiffness matrix: reformation #20 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20092104 20 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 40 stiffness matrix reformations = 20 step from line search = 0.381960 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 2.369567e+006 0.000000e+000 energy 6.716447e+002 3.968128e-002 6.716447e+001 displacement 1.076600e+004 2.397128e+000 9.489956e-001 Reforming stiffness matrix: reformation #21 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20092032 21 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 41 stiffness matrix reformations = 21 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 1.613596e+006 0.000000e+000 energy 6.716447e+002 8.576738e-004 6.716447e+001 displacement 1.076600e+004 1.231391e+001 9.563573e-001 Reforming stiffness matrix: reformation #22 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20091960 22 Nonlinear solution status: time= 1.76719 stiffness updates = 0 right hand side evaluations = 47 stiffness matrix reformations = 22 step from line search = 0.012726 convergence norms : INITIAL CURRENT REQUIRED residual 3.995441e+009 1.597789e+006 0.000000e+000 energy 6.716447e+002 4.353108e-004 6.716447e+001 displacement 1.076600e+004 6.342426e-004 9.564139e-001 ........................ augmentation # 1 max norm = 1.14329 (0.03) max norm = 3.24664 (0.03) max norm = 4.66225 (0.03) max norm = 2.67009 (0.03) max norm = 0.573444 (0.03) max norm = 1.74788 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.166478e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 2.303778e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.843034e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.273612e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.236498e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 2.273617e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.732979e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 2.565036e-009 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.334384e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 4.103853e-009 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.170998e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 1.382477e-009 1.000000e-004 convergence summary number of iterations : 22 number of reformations : 0 ------- converged at time : 1.76719 Data Record #1 =========================================================================== Step = 45 Time = 1.76718604 Data = center_of_mass 1 -10.0566 34.7056 15.0357 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.78115 -19.8794 3.34237 17 -3.33666 -9.94387 -21.2144 18 -5.90293 -19.7563 3.4053 19 -10.5542 29.1343 28.4166 20 -7.62093 -19.9971 3.2822 21 -6.19948 -5.1066 55.3856 Data Record #2 =========================================================================== Step = 45 Time = 1.76718604 Data = rotation_quaternion 1 0.196713 0.0231709 -0.0102195 0.980134 2 0 0 0 1 3 0 0 0 1 4 0.56106 0.0582907 0.00661078 0.825694 17 -0.00224628 -0.00035154 -0.0163347 0.999864 18 0.00100541 -0.0358155 -0.0161627 0.999227 19 0.196382 0.0219217 -0.00396151 0.980274 20 0.200642 -0.00370402 -0.00883831 0.979618 21 0.36807 0.0791107 -0.0102901 0.926369 Data Record #3 =========================================================================== Step = 45 Time = 1.76718604 Data = Reaction_Forces 1 -0.00268195 0.0101344 0.00441004 2 0.108838 -0.211217 -0.506115 3 -0.108645 0.21181 0.506573 4 1.12789 -0.235883 0.204566 17 -0.00190526 -0.000261279 0.00111137 18 0.00237344 -0.00287172 -0.0012681 19 -0.013721 -0.00130913 -0.00261494 20 0.016708 -0.0359634 0.000861308 21 0.000102263 -0.000292592 0.000320596 Data Record #4 =========================================================================== Step = 45 Time = 1.76718604 Data = Reaction_Torques 1 -0.0567978 -0.0306473 0.0294919 2 -0.320594 19.2667 -8.01729 3 0.809612 -20.4474 8.03154 4 75.1961 -763.409 466.198 17 0.0225573 -0.0455939 0.00295389 18 -71.6563 751.087 -471.935 19 0.0873643 0.33352 -0.61364 20 0.00635824 -0.0154159 -0.00454638 21 -7.64485e-005 0.000595645 -0.00102075 Data Record #5 =========================================================================== Step = 45 Time = 1.76718604 Data = Rigid_Connector_Force 1 0 0 0 2 0.000449927 -0.00313043 -0.000156756 3 -1.82505e-005 2.56822e-006 -2.30618e-008 4 -0.00192352 -0.00025871 0.00111134 5 0.00528339 -0.0369226 -0.00152253 6 0.00229641 0.000349927 0.000231106 7 -0.0114246 -0.000959201 -0.00238384 8 0.265547 -5.26672 1.4896 Data Record #6 =========================================================================== Step = 45 Time = 1.76718604 Data = Rigid_Connector_Moment 1 0 0 0 2 6683.5 1695.48 -471.936 3 6755.14 944.399 0 4 6755.15 944.401 -7.69407e-005 5 0.00104372 -0.00761682 0.000330721 6 0.0100888 -0.00663941 -0.00238917 7 -0.00379904 -0.00114072 0.00121129 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0175916 ===== beginning time step 46 : 1.78478 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20092284 1 Nonlinear solution status: time= 1.78478 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.373220e+010 1.888848e+009 0.000000e+000 energy 2.316887e+003 6.594687e+001 2.316887e+002 displacement 3.707037e+004 3.707037e+004 3.707037e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20099970 2 Nonlinear solution status: time= 1.78478 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.373220e+010 1.518163e+007 0.000000e+000 energy 2.316887e+003 7.605754e+000 2.316887e+002 displacement 3.707037e+004 1.404270e+003 3.015316e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20088108 3 Nonlinear solution status: time= 1.78478 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.373220e+010 2.246925e+006 0.000000e+000 energy 2.316887e+003 3.373601e-001 2.316887e+002 displacement 3.707037e+004 3.117402e+002 2.792189e+000 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085264 4 Nonlinear solution status: time= 1.78478 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.373220e+010 1.636933e+005 0.000000e+000 energy 2.316887e+003 4.383936e-002 2.316887e+002 displacement 3.707037e+004 7.695914e+001 2.727799e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085210 5 Nonlinear solution status: time= 1.78478 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.373220e+010 4.570668e+004 0.000000e+000 energy 2.316887e+003 2.366502e-003 2.316887e+002 displacement 3.707037e+004 1.617734e+001 2.712478e+000 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20084832 6 Nonlinear solution status: time= 1.78478 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.373220e+010 2.149977e+004 0.000000e+000 energy 2.316887e+003 9.061210e-004 2.316887e+002 displacement 3.707037e+004 4.290774e+000 2.710211e+000 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20084832 7 Nonlinear solution status: time= 1.78478 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.373220e+010 7.761246e+003 0.000000e+000 energy 2.316887e+003 7.646896e-004 2.316887e+002 displacement 3.707037e+004 1.185403e+000 2.710600e+000 ........................ augmentation # 1 max norm = 1.16859 (0.03) max norm = 3.41413 (0.03) max norm = 4.87863 (0.03) max norm = 2.78684 (0.03) max norm = 0.587847 (0.03) max norm = 1.78866 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.408007e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 2.314156e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.619087e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 2.314725e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.096182e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.314725e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.007755e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 2.628566e-010 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.562915e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.663442e-009 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.913728e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.332230e-009 1.000000e-004 convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 1.78478 Data Record #1 =========================================================================== Step = 46 Time = 1.78477761 Data = center_of_mass 1 -9.98933 34.1979 15.0669 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.82965 -20.0042 3.14176 17 -3.33652 -9.94513 -21.3943 18 -5.89696 -19.8744 3.21263 19 -10.4651 28.4492 28.5382 20 -7.55307 -20.1048 3.08679 21 -5.98776 -5.94889 55.0881 Data Record #2 =========================================================================== Step = 46 Time = 1.78477761 Data = rotation_quaternion 1 0.200985 0.0240233 -0.00945355 0.979254 2 0 0 0 1 3 0 0 0 1 4 0.572426 0.0582864 0.00795191 0.817843 17 -0.00228711 -0.000356503 -0.016944 0.999854 18 0.00121115 -0.0378073 -0.0167581 0.999144 19 0.200665 0.0227635 -0.00328457 0.97939 20 0.205318 -0.00516185 -0.0087302 0.978643 21 0.373098 0.0848872 -0.0163108 0.923756 Data Record #3 =========================================================================== Step = 46 Time = 1.78477761 Data = Reaction_Forces 1 -0.00206338 0.00988102 0.00459765 2 0.129679 -0.233985 -0.609055 3 -0.129813 0.233944 0.609047 4 0.00147643 2.94467e-005 0.000235471 17 -5.47787e-005 -6.5628e-006 2.47448e-005 18 5.51392e-005 8.04245e-006 -2.48777e-005 19 -0.0059462 0.00139481 0.000988905 20 0.00194508 -0.000322807 -0.000480998 21 0.000130877 -0.000370331 0.000415774 Data Record #4 =========================================================================== Step = 46 Time = 1.78477761 Data = Reaction_Torques 1 -0.109205 -0.028724 0.00497696 2 0.35518 23.209 -8.74642 3 2.02283 -27.4907 10.9078 4 -5.77009 56.0577 -26.8089 17 0.000470957 -0.00134241 6.52739e-005 18 5.73429 -55.8561 26.7199 19 -0.0251368 0.0458699 -0.105349 20 -0.00148255 0.000339402 0.00449175 21 -8.69923e-005 -0.000563564 0.000842938 Data Record #5 =========================================================================== Step = 46 Time = 1.78477761 Data = Rigid_Connector_Force 1 0 0 0 2 -7.68345e-008 6.22922e-007 -1.2919e-007 3 -4.37336e-007 -8.56734e-007 3.64791e-009 4 -5.5216e-005 -7.41953e-006 2.47485e-005 5 0.000118899 -0.000779979 -0.000136882 6 0.00412002 -0.00185198 -0.00064479 7 -0.00182618 -0.000457173 0.000344115 8 0.240398 -5.37884 1.39177 Data Record #6 =========================================================================== Step = 46 Time = 1.78477761 Data = Rigid_Connector_Moment 1 0 0 0 2 6884.19 897.238 26.7199 3 6878.46 953.094 0 4 6878.46 953.094 -2.1841e-005 5 0.000116836 -0.000768979 -0.000129861 6 -0.0044087 0.00220266 0.000784238 7 0.00112766 0.00164915 -0.00346154 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0240733 ===== beginning time step 47 : 1.80885 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20084598 1 Nonlinear solution status: time= 1.80885 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.571233e+010 6.408648e+009 0.000000e+000 energy 4.339881e+003 3.138372e+002 4.339881e+002 displacement 6.765601e+004 6.765601e+004 6.765601e+000 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20102958 2 Nonlinear solution status: time= 1.80885 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.571233e+010 3.404769e+007 0.000000e+000 energy 4.339881e+003 1.896112e+001 4.339881e+002 displacement 6.765601e+004 2.955352e+003 5.592930e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20084148 3 Nonlinear solution status: time= 1.80885 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.571233e+010 8.380000e+006 0.000000e+000 energy 4.339881e+003 3.859968e-002 4.339881e+002 displacement 6.765601e+004 5.580400e+002 5.241454e+000 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20079018 4 Nonlinear solution status: time= 1.80885 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.571233e+010 1.877955e+006 0.000000e+000 energy 4.339881e+003 1.972894e-001 4.339881e+002 displacement 6.765601e+004 1.889389e+002 5.167364e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20077632 5 Nonlinear solution status: time= 1.80885 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.571233e+010 9.089457e+005 0.000000e+000 energy 4.339881e+003 3.759336e-002 4.339881e+002 displacement 6.765601e+004 6.157744e+001 5.160967e+000 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20078010 6 Nonlinear solution status: time= 1.80885 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.571233e+010 3.313882e+005 0.000000e+000 energy 4.339881e+003 3.160536e-002 4.339881e+002 displacement 6.765601e+004 2.045380e+001 5.169983e+000 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20077740 7 Nonlinear solution status: time= 1.80885 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.571233e+010 9.011819e+004 0.000000e+000 energy 4.339881e+003 1.289102e-002 4.339881e+002 displacement 6.765601e+004 6.910637e+000 5.179815e+000 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20077848 8 Nonlinear solution status: time= 1.80885 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.571233e+010 1.791443e+004 0.000000e+000 energy 4.339881e+003 3.524773e-003 4.339881e+002 displacement 6.765601e+004 2.312985e+000 5.187139e+000 ........................ augmentation # 1 max norm = 1.20365 (0.03) max norm = 3.64582 (0.03) max norm = 5.178 (0.03) max norm = 2.92772 (0.03) max norm = 0.613334 (0.03) max norm = 1.84583 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.615265e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.349552e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.149685e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 2.350478e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.235935e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 2.350478e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.675186e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 5.864303e-010 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.742751e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 3.216430e-009 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.290368e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 2.799628e-009 1.000000e-004 convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 1.80885 Data Record #1 =========================================================================== Step = 47 Time = 1.80885086 Data = center_of_mass 1 -9.86593 33.5136 15.0532 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.87656 -20.1472 2.86516 17 -3.33631 -9.94665 -21.6386 18 -5.87797 -20.0084 2.94724 19 -10.3027 27.4076 28.7969 20 -7.3577 -20.2141 2.82561 21 -5.63909 -7.10357 54.628 Data Record #2 =========================================================================== Step = 47 Time = 1.80885086 Data = rotation_quaternion 1 0.208123 0.025589 -0.00805243 0.977735 2 0 0 0 1 3 0 0 0 1 4 0.587795 0.058579 0.0104784 0.806818 17 -0.00232247 -0.000361837 -0.0170182 0.999852 18 0.0016081 -0.0408338 -0.0168132 0.999023 19 0.207793 0.0242031 -0.00151212 0.977872 20 0.213024 -0.00693406 -0.0078299 0.976991 21 0.379293 0.0941784 -0.0267119 0.920084 Data Record #3 =========================================================================== Step = 47 Time = 1.80885086 Data = Reaction_Forces 1 -0.00414578 0.0193321 0.00930426 2 0.165464 -0.272704 -0.784467 3 -0.165607 0.272657 0.784479 4 -8.33506e-005 -0.00068808 -0.000738015 17 -0.000188834 -2.26635e-005 0.000114174 18 0.000197492 -1.95593e-005 -0.000122576 19 -0.0125754 0.00310216 0.00272767 20 0.00422635 -0.000453687 -0.00138219 21 0.000271999 -0.000731606 0.000835027 Data Record #4 =========================================================================== Step = 47 Time = 1.80885086 Data = Reaction_Torques 1 -0.209329 -0.0591999 0.0263507 2 1.51711 29.9135 -9.97983 3 2.04109 -35.44 12.6679 4 -8.28517 84.4048 -42.4043 17 0.00210571 -0.00456538 0.000226343 18 8.19189 -84.0578 42.3149 19 -0.0801672 0.0997178 -0.229314 20 -0.00347358 0.00284525 0.010517 21 -6.9736e-005 -0.00119158 0.000980641 Data Record #5 =========================================================================== Step = 47 Time = 1.80885086 Data = Rigid_Connector_Force 1 0 0 0 2 6.92463e-006 -4.48521e-005 -8.39074e-006 3 -1.73402e-006 -2.62937e-006 1.10977e-008 4 -0.000190568 -2.52928e-005 0.000114185 5 0.000250131 -0.00163206 -0.000282937 6 0.00859921 -0.00428053 -0.00162842 7 -0.00397622 -0.00117838 0.00109925 8 0.206766 -5.52443 1.2545 Data Record #6 =========================================================================== Step = 47 Time = 1.80885086 Data = Rigid_Connector_Moment 1 0 0 0 2 6993.04 882.721 42.3149 3 6984.84 966.779 0 4 6984.85 966.779 -7.45911e-005 5 0.000262389 -0.00171495 -0.000291878 6 -0.0082817 0.00461779 0.00178834 7 0.00231087 0.00357984 -0.00723781 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0292586 ===== beginning time step 48 : 1.83811 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20077668 1 Nonlinear solution status: time= 1.83811 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.798211e+010 1.379491e+010 0.000000e+000 energy 6.411320e+003 7.424953e+002 6.411320e+002 displacement 1.027307e+005 1.027307e+005 1.027307e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20105532 2 Nonlinear solution status: time= 1.83811 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.798211e+010 6.844883e+007 0.000000e+000 energy 6.411320e+003 3.912025e+001 6.411320e+002 displacement 1.027307e+005 4.242020e+003 8.669695e+000 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20083698 3 Nonlinear solution status: time= 1.83811 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 0.231499 convergence norms : INITIAL CURRENT REQUIRED residual 3.798211e+010 4.713779e+007 0.000000e+000 energy 6.411320e+003 4.689681e-001 6.411320e+002 displacement 1.027307e+005 3.601177e+001 8.548185e+000 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20083032 4 Nonlinear solution status: time= 1.83811 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.798211e+010 2.558261e+007 0.000000e+000 energy 6.411320e+003 1.092006e+000 6.411320e+002 displacement 1.027307e+005 5.679802e+002 8.158709e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20078496 5 Nonlinear solution status: time= 1.83811 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.798211e+010 1.498396e+006 0.000000e+000 energy 6.411320e+003 5.942953e-001 6.411320e+002 displacement 1.027307e+005 2.099878e+002 8.073565e+000 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20077326 6 Nonlinear solution status: time= 1.83811 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.798211e+010 1.188241e+006 0.000000e+000 energy 6.411320e+003 2.630945e-002 6.411320e+002 displacement 1.027307e+005 4.629677e+001 8.062457e+000 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20076732 7 Nonlinear solution status: time= 1.83811 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.798211e+010 4.300483e+005 0.000000e+000 energy 6.411320e+003 4.208693e-002 6.411320e+002 displacement 1.027307e+005 1.222061e+001 8.065139e+000 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20076876 8 Nonlinear solution status: time= 1.83811 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.798211e+010 1.661790e+005 0.000000e+000 energy 6.411320e+003 1.648831e-002 6.411320e+002 displacement 1.027307e+005 3.378418e+000 8.071887e+000 ........................ augmentation # 1 max norm = 1.24473 (0.03) max norm = 3.92622 (0.03) max norm = 5.55961 (0.03) max norm = 3.07284 (0.03) max norm = 0.643439 (0.03) max norm = 1.92288 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.441687e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.396399e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.598410e-010 1.000000e-002 moment: 1.000000e+000 *** angle : 2.399154e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.033906e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 2.399155e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.029219e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 2.201465e-009 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.476353e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 2.602933e-009 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.995406e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 4.025858e-009 1.000000e-004 convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 1.83811 Data Record #1 =========================================================================== Step = 48 Time = 1.83810946 Data = center_of_mass 1 -9.76745 32.6266 15.0368 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.91925 -20.3092 2.52525 17 -3.33603 -9.94863 -21.9389 18 -5.85337 -20.1608 2.62109 19 -10.1842 26.0938 29.0495 20 -7.17339 -20.3446 2.5024 21 -5.42431 -8.58328 54.0422 Data Record #2 =========================================================================== Step = 48 Time = 1.83810946 Data = rotation_quaternion 1 0.216993 0.0267449 -0.00789483 0.975775 2 0 0 0 1 3 0 0 0 1 4 0.606157 0.0590293 0.0138402 0.793031 17 -0.00237054 -0.000369447 -0.0169689 0.999853 18 0.00209424 -0.0445668 -0.0167392 0.998864 19 0.216568 0.0248397 0.00070978 0.975951 20 0.222335 -0.00912008 -0.00650611 0.974906 21 0.387021 0.104607 -0.0405394 0.91522 Data Record #3 =========================================================================== Step = 48 Time = 1.83810946 Data = Reaction_Forces 1 -0.00620504 0.028759 0.0143585 2 0.217258 -0.326877 -1.03693 3 -0.217541 0.326794 1.03694 4 0.000943366 -0.0258944 0.00298425 17 -0.000803851 -0.000102439 0.000385034 18 0.000821037 3.55519e-005 -0.000395054 19 -0.0205644 0.00473969 0.00388432 20 0.00868467 -0.00501605 -0.00166579 21 0.000434268 -0.0010785 0.00126094 Data Record #4 =========================================================================== Step = 48 Time = 1.83810946 Data = Reaction_Torques 1 -0.287276 -0.0874269 0.0484259 2 3.2658 39.5497 -11.6753 3 2.04396 -47.1483 15.2492 4 -19.2654 240.825 -158.292 17 0.00782893 -0.0194998 0.00113608 18 18.9846 -239.186 158.696 19 -0.103619 0.211634 -0.428629 20 -0.00717234 -0.00118829 0.0132717 21 2.06518e-005 -0.0022605 0.000760778 Data Record #5 =========================================================================== Step = 48 Time = 1.83810946 Data = Rigid_Connector_Force 1 0 0 0 2 1.10492e-005 -7.291e-005 -9.99584e-006 3 -6.1368e-006 -6.02261e-006 2.4557e-008 4 -0.000809988 -0.000108462 0.000385058 5 0.00101117 -0.00693785 -0.000503686 6 0.0128909 -0.00666149 -0.00272222 7 -0.00767351 -0.0019218 0.00116211 8 0.191129 -5.68396 1.07765 Data Record #6 =========================================================================== Step = 48 Time = 1.83810946 Data = Rigid_Connector_Moment 1 0 0 0 2 7148.39 748.316 158.696 3 7129.4 987.503 0 4 7129.4 987.503 -0.00014519 5 0.000954258 -0.00651378 -0.000527382 6 -0.00622377 0.00434263 0.00183945 7 0.00621809 0.0052389 -0.00893068 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0334069 ===== beginning time step 49 : 1.87152 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20076534 1 Nonlinear solution status: time= 1.87152 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.951599e+010 2.278624e+010 0.000000e+000 energy 8.365089e+003 1.309843e+003 8.365089e+002 displacement 1.379028e+005 1.379028e+005 1.379028e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20118978 2 Nonlinear solution status: time= 1.87152 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.951599e+010 1.431452e+008 0.000000e+000 energy 8.365089e+003 7.523507e+001 8.365089e+002 displacement 1.379028e+005 4.359416e+003 1.161205e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20086398 3 Nonlinear solution status: time= 1.87152 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 4.951599e+010 8.257330e+007 0.000000e+000 energy 8.365089e+003 5.787609e+000 8.365089e+002 displacement 1.379028e+005 2.300359e+002 1.117226e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20083734 4 Nonlinear solution status: time= 1.87152 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.951599e+010 6.624658e+007 0.000000e+000 energy 8.365089e+003 2.972797e-002 8.365089e+002 displacement 1.379028e+005 4.480076e+002 1.064921e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20078874 5 Nonlinear solution status: time= 1.87152 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.951599e+010 1.499853e+007 0.000000e+000 energy 8.365089e+003 2.596796e+000 8.365089e+002 displacement 1.379028e+005 7.863074e+001 1.050914e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20077884 6 Nonlinear solution status: time= 1.87152 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.951599e+010 4.461216e+006 0.000000e+000 energy 8.365089e+003 5.944970e-001 8.365089e+002 displacement 1.379028e+005 2.003127e+001 1.046473e+001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20077020 7 Nonlinear solution status: time= 1.87152 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.951599e+010 1.254881e+006 0.000000e+000 energy 8.365089e+003 1.801032e-001 8.365089e+002 displacement 1.379028e+005 6.009252e+000 1.045121e+001 ........................ augmentation # 1 max norm = 1.27696 (0.03) max norm = 4.24672 (0.03) max norm = 6.01566 (0.03) max norm = 3.18622 (0.03) max norm = 0.665651 (0.03) max norm = 2.01986 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.195775e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 2.478686e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.155102e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 2.478680e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.078774e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 2.478698e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.661600e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 2.072695e-009 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.663672e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 3.025912e-009 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.415538e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 5.039157e-009 1.000000e-004 convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 1.87152 Data Record #1 =========================================================================== Step = 49 Time = 1.87151634 Data = center_of_mass 1 -9.80982 31.5549 15.0596 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.92337 -20.4596 2.14181 17 -3.3356 -9.95125 -22.2799 18 -5.80777 -20.3015 2.25192 19 -10.2464 24.7227 29.0887 20 -7.04096 -20.4763 2.13021 21 -5.56791 -10.1323 53.6562 Data Record #2 =========================================================================== Step = 49 Time = 1.87151634 Data = rotation_quaternion 1 0.22526 0.0263067 -0.00775172 0.973913 2 0 0 0 1 3 0 0 0 1 4 0.626594 0.0603596 0.018677 0.77678 17 -0.00244868 -0.000384502 -0.0158226 0.999872 18 0.00264355 -0.0487554 -0.015563 0.998686 19 0.224678 0.0236323 0.00385748 0.974139 20 0.230776 -0.0116642 -0.00394823 0.972929 21 0.394266 0.10952 -0.0485962 0.911152 Data Record #3 =========================================================================== Step = 49 Time = 1.87151634 Data = Reaction_Forces 1 -0.0265405 0.0917817 0.0462813 2 0.292575 -0.406224 -1.40108 3 -0.29387 0.405938 1.40116 4 0.251194 -0.125394 0.0424283 17 -0.00953763 -0.00121739 0.00472123 18 0.00979341 0.000136348 -0.00488756 19 -0.0208313 -0.0003829 -0.0055591 20 0.017161 -0.0261628 0.00248539 21 0.00226292 -0.00371774 0.00313348 Data Record #4 =========================================================================== Step = 49 Time = 1.87151634 Data = Reaction_Torques 1 -0.633952 -0.0752018 -0.121731 2 5.76051 53.421 -14.1644 3 2.53701 -64.7489 19.1613 4 -49.3776 663.154 -433.914 17 0.0933139 -0.231378 0.0131612 18 50.4123 -659.217 432.757 19 0.286158 0.447642 -0.684354 20 -0.00837074 -0.0326622 -0.00738603 21 -0.00575663 0.0267956 0.0188211 Data Record #5 =========================================================================== Step = 49 Time = 1.87151634 Data = Rigid_Connector_Force 1 0 0 0 2 0.000182224 -0.0011701 -0.000165941 3 -7.35572e-005 -8.90606e-005 3.86307e-007 4 -0.00961119 -0.00130645 0.00472162 5 0.00397354 -0.026183 -0.00265918 6 0.00764385 0.000362708 0.000414524 7 -0.0131874 -2.01916e-005 -0.00514457 8 0.231531 -5.86313 0.832342 Data Record #6 =========================================================================== Step = 49 Time = 1.87151634 Data = Rigid_Connector_Moment 1 0 0 0 2 7413.83 377.891 432.755 3 7363.36 1037.12 0 4 7363.41 1037.13 -0.00208443 5 0.000997706 -0.00592546 -0.00159939 6 -0.00861041 0.00268126 0.00103781 7 0.0135116 0.00484087 -0.00474777 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0367255 ===== beginning time step 50 : 1.90824 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20076534 1 Nonlinear solution status: time= 1.90824 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.984420e+010 3.276174e+010 0.000000e+000 energy 1.011591e+004 1.918979e+003 1.011591e+003 displacement 1.616157e+005 1.616157e+005 1.616157e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20119302 2 Nonlinear solution status: time= 1.90824 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.984420e+010 2.763633e+008 0.000000e+000 energy 1.011591e+004 1.234989e+002 1.011591e+003 displacement 1.616157e+005 6.082261e+003 1.400716e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20085714 3 Nonlinear solution status: time= 1.90824 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 5.984420e+010 1.354429e+008 0.000000e+000 energy 1.011591e+004 1.051792e+001 1.011591e+003 displacement 1.616157e+005 2.342136e+002 1.365249e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20080152 4 Nonlinear solution status: time= 1.90824 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.984420e+010 1.001129e+008 0.000000e+000 energy 1.011591e+004 2.532591e-001 1.011591e+003 displacement 1.616157e+005 3.886516e+002 1.324711e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20075526 5 Nonlinear solution status: time= 1.90824 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.984420e+010 1.726750e+007 0.000000e+000 energy 1.011591e+004 3.849976e+000 1.011591e+003 displacement 1.616157e+005 5.416520e+001 1.314907e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20075256 6 Nonlinear solution status: time= 1.90824 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.984420e+010 5.652798e+006 0.000000e+000 energy 1.011591e+004 6.778358e-001 1.011591e+003 displacement 1.616157e+005 1.511185e+001 1.311156e+001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20074914 7 Nonlinear solution status: time= 1.90824 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.984420e+010 1.445691e+006 0.000000e+000 energy 1.011591e+004 2.275686e-001 1.011591e+003 displacement 1.616157e+005 4.508659e+000 1.309728e+001 ........................ augmentation # 1 max norm = 1.30136 (0.03) max norm = 4.60717 (0.03) max norm = 6.54716 (0.03) max norm = 3.27076 (0.03) max norm = 0.686917 (0.03) max norm = 2.12939 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.614343e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 2.570866e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.888852e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 2.571615e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.659149e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 2.571639e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.253916e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 3.289335e-009 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.875955e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.342244e-009 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.977590e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.326753e-009 1.000000e-004 convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 1.90824 Data Record #1 =========================================================================== Step = 50 Time = 1.90824185 Data = center_of_mass 1 -9.96055 30.3278 15.0714 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.91565 -20.5927 1.71749 17 -3.33508 -9.95433 -22.6576 18 -5.7626 -20.4264 1.84252 19 -10.4515 23.2361 29.0025 20 -7.04129 -20.6108 1.70386 21 -6.01872 -11.7325 53.4283 Data Record #2 =========================================================================== Step = 50 Time = 1.90824185 Data = rotation_quaternion 1 0.233877 0.0246648 -0.00772589 0.971923 2 0 0 0 1 3 0 0 0 1 4 0.648525 0.0618759 0.0240552 0.758292 17 -0.00254003 -0.00040189 -0.0146531 0.999889 18 0.00325923 -0.0534631 -0.0143579 0.998461 19 0.233108 0.021135 0.00699722 0.972196 20 0.23939 -0.0145966 -0.0012207 0.970813 21 0.400026 0.110984 -0.0551683 0.908085 Data Record #3 =========================================================================== Step = 50 Time = 1.90824185 Data = Reaction_Forces 1 -0.0107964 0.0271332 0.0133555 2 0.393377 -0.509786 -1.88635 3 -0.395259 0.509371 1.88641 4 0.266067 -0.135887 0.0240652 17 -0.0149582 -0.0019434 0.00660331 18 0.015333 0.00052187 -0.00688429 19 -0.00430043 0.000497584 -0.00573864 20 0.0105474 -0.0233773 0.00238124 21 0.00122276 -0.00161463 0.00129461 Data Record #4 =========================================================================== Step = 50 Time = 1.90824185 Data = Reaction_Torques 1 -0.189109 0.00177537 -0.0871157 2 9.19077 71.8837 -17.369 3 2.57113 -86.6838 23.6418 4 -51.5824 715.242 -460.317 17 0.132869 -0.364827 0.0204569 18 52.4362 -711.347 459.131 19 0.31585 0.273374 -0.344714 20 -4.1947e-005 -0.0176596 -0.012557 21 -0.00296161 0.0156215 0.0102174 Data Record #5 =========================================================================== Step = 50 Time = 1.90824185 Data = Rigid_Connector_Force 1 0 0 0 2 0.000256698 -0.00156896 -0.000280322 3 -0.000118073 -0.000147431 6.64466e-007 4 -0.0150763 -0.00209083 0.00660397 5 0.0035104 -0.0220563 -0.00303469 6 -0.0027366 0.000823394 0.000322715 7 -0.00703704 0.00132098 -0.00541593 8 0.311086 -6.05109 0.524055 Data Record #6 =========================================================================== Step = 50 Time = 1.90824185 Data = Rigid_Connector_Moment 1 0 0 0 2 7689.41 382.507 459.128 3 7636.9 1093.88 0 4 7636.97 1093.89 -0.00353668 5 -0.0014491 0.00975322 0.000390394 6 0.00392548 0.000736158 0.000513077 7 0.00385274 0.000938266 -0.00034421 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0393804 ===== beginning time step 51 : 1.94762 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20073528 1 Nonlinear solution status: time= 1.94762 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.880919e+010 4.285075e+010 0.000000e+000 energy 1.163735e+004 2.525489e+003 1.163735e+003 displacement 1.890086e+005 1.890086e+005 1.890086e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20112048 2 Nonlinear solution status: time= 1.94762 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.880919e+010 4.697984e+008 0.000000e+000 energy 1.163735e+004 1.816987e+002 1.163735e+003 displacement 1.890086e+005 6.170216e+003 1.649722e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20078460 3 Nonlinear solution status: time= 1.94762 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 6.880919e+010 2.559613e+008 0.000000e+000 energy 1.163735e+004 2.215826e+001 1.163735e+003 displacement 1.890086e+005 3.551960e+002 1.599862e+001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20073402 4 Nonlinear solution status: time= 1.94762 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 4 step from line search = 0.433325 convergence norms : INITIAL CURRENT REQUIRED residual 6.880919e+010 1.934671e+008 0.000000e+000 energy 1.163735e+004 2.827782e-001 1.163735e+003 displacement 1.890086e+005 1.000072e+002 1.576688e+001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20068740 5 Nonlinear solution status: time= 1.94762 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.880919e+010 9.179634e+007 0.000000e+000 energy 1.163735e+004 6.986693e+000 1.163735e+003 displacement 1.890086e+005 2.569131e+002 1.545520e+001 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20064546 6 Nonlinear solution status: time= 1.94762 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.880919e+010 1.532317e+007 0.000000e+000 energy 1.163735e+004 3.586457e+000 1.163735e+003 displacement 1.890086e+005 3.368558e+001 1.541373e+001 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20064042 7 Nonlinear solution status: time= 1.94762 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.880919e+010 3.638748e+006 0.000000e+000 energy 1.163735e+004 6.237997e-001 1.163735e+003 displacement 1.890086e+005 7.589628e+000 1.540242e+001 ........................ augmentation # 1 max norm = 1.32487 (0.03) max norm = 5.0043 (0.03) max norm = 7.24435 (0.03) max norm = 3.56197 (0.03) max norm = 0.713822 (0.03) max norm = 2.25063 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.079847e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 2.692425e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.743542e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 2.685390e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.918546e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 2.685452e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.261113e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 9.972569e-009 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.566272e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 3.274589e-009 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.536126e-006 1.000000e-002 moment: 1.000000e+000 *** angle : 3.235445e-009 1.000000e-004 convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 1.94762 Data Record #1 =========================================================================== Step = 51 Time = 1.94762225 Data = center_of_mass 1 -10.1428 28.9936 15.0508 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.88492 -20.6895 1.26113 17 -3.33444 -9.958 -23.0662 18 -5.71518 -20.517 1.40035 19 -10.7032 21.6401 28.8361 20 -7.05697 -20.7149 1.24066 21 -6.59341 -13.4577 53.1504 Data Record #2 =========================================================================== Step = 51 Time = 1.94762225 Data = rotation_quaternion 1 0.243239 0.0226462 -0.00831643 0.969666 2 0 0 0 1 3 0 0 0 1 4 0.671353 0.0638335 0.0302005 0.737766 17 -0.00265179 -0.000423548 -0.0131916 0.999909 18 0.00391458 -0.0585035 -0.0128554 0.998197 19 0.242201 0.0179241 0.0105747 0.970003 20 0.248589 -0.0176797 0.00204662 0.968446 21 0.405644 0.112019 -0.0631263 0.904942 Data Record #3 =========================================================================== Step = 51 Time = 1.94762225 Data = Reaction_Forces 1 -0.0118444 0.0264467 0.0127641 2 0.528582 -0.647763 -2.53368 3 -0.530493 0.647108 2.53434 4 0.606958 -0.364249 0.071422 17 -0.0345774 -0.00451385 0.0172445 18 0.0356629 -4.84308e-005 -0.0180021 19 -0.0088093 0.00139232 -0.00717914 20 0.0201121 -0.0429074 0.00249817 21 0.0016731 -0.00199838 0.00161019 Data Record #4 =========================================================================== Step = 51 Time = 1.94762225 Data = Reaction_Torques 1 -0.155898 0.0224511 -0.0955158 2 13.7967 96.472 -21.62 3 3.01347 -116.722 29.8806 4 -65.7143 1102.42 -780.213 17 0.335971 -0.83903 0.0476174 18 67.5853 -1094.1 780.228 19 0.395213 0.500567 -0.664984 20 0.0112963 -0.00443402 -0.0125623 21 -0.00337046 0.020195 0.0140819 Data Record #5 =========================================================================== Step = 51 Time = 1.94762225 Data = Rigid_Connector_Force 1 0 0 0 2 0.000820704 -0.00495583 -0.000755705 3 -0.000264829 -0.00039354 1.88556e-006 4 -0.0348422 -0.00490739 0.0172464 5 0.00675527 -0.0417736 -0.00500375 6 -0.00454751 -0.000258519 -0.000322782 7 -0.0133568 0.0011338 -0.00750192 8 0.417568 -6.22655 0.176387 Data Record #6 =========================================================================== Step = 51 Time = 1.94762225 Data = Rigid_Connector_Moment 1 0 0 0 2 8039.19 71.4249 780.221 3 7971.4 1165.58 0 4 7971.59 1165.61 -0.00804822 5 -0.00445407 0.0295739 0.000783511 6 0.00854884 0.00411733 0.00254388 7 -0.00869981 0.000422066 -0.00428347 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0415043 ===== beginning time step 52 : 1.98913 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20063934 1 Nonlinear solution status: time= 1.98913 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.643470e+010 5.227000e+010 0.000000e+000 energy 1.294111e+004 3.051249e+003 1.294111e+003 displacement 2.046049e+005 2.046049e+005 2.046049e+001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20116260 2 Nonlinear solution status: time= 1.98913 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.643470e+010 7.157662e+008 0.000000e+000 energy 1.294111e+004 2.628464e+002 1.294111e+003 displacement 2.046049e+005 3.166039e+003 1.828273e+001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20072862 3 Nonlinear solution status: time= 1.98913 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 0.017717 convergence norms : INITIAL CURRENT REQUIRED residual 7.643470e+010 6.902883e+008 0.000000e+000 energy 1.294111e+004 6.325607e-001 1.294111e+003 displacement 2.046049e+005 8.115419e-001 1.823363e+001 ........................ augmentation # 1 max norm = 1.35472 (0.03) max norm = 5.39543 (0.03) max norm = 8.08014 (0.03) max norm = 3.84012 (0.03) max norm = 0.749292 (0.03) max norm = 2.33746 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.083464e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 3.833164e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.417603e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 2.880287e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.842082e-003 1.000000e-002 moment: 1.000000e+000 *** angle : 2.869246e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.402413e-005 1.000000e-002 moment: 1.000000e+000 *** angle : 1.808619e-007 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.879016e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 1.086553e-006 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.359678e-004 1.000000e-002 moment: 1.000000e+000 *** angle : 4.864895e-007 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 1.98913 Data Record #1 =========================================================================== Step = 52 Time = 1.98912657 Data = center_of_mass 1 -10.2259 27.5017 15.0207 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.9094 -20.9101 0.76365 17 -3.33391 -9.96336 -23.5271 18 -5.70772 -20.7369 0.919074 19 -10.8218 19.8633 28.6613 20 -7.23891 -20.9576 0.721138 21 -6.9364 -15.4445 52.6907 Data Record #2 =========================================================================== Step = 52 Time = 1.98912657 Data = rotation_quaternion 1 0.253171 0.0217038 -0.00861408 0.96714 2 0 0 0 1 3 0 0 0 1 4 0.694805 0.0641417 0.034148 0.715517 17 -0.00284551 -0.000446326 -0.0144711 0.999891 18 0.00408939 -0.0624909 -0.0140817 0.997938 19 0.25203 0.0164007 0.011716 0.967509 20 0.2588 -0.0211857 0.00231521 0.965696 21 0.412898 0.114215 -0.0705094 0.900832 Data Record #3 =========================================================================== Step = 52 Time = 1.98912657 Data = Reaction_Forces 1 -0.687703 -1.4178 -1.37767 2 0.653417 -0.759465 -3.12911 3 -0.122189 0.63009 3.66269 4 -179.156 1737.83 809.803 17 17.038 3.14572 3.92553 18 -18.158 -1.90255 -1.9986 19 0.67306 0.642124 1.89816 20 0.300273 0.828326 -0.589512 21 0.0207839 -0.0635487 0.0268807 Data Record #4 =========================================================================== Step = 52 Time = 1.98912657 Data = Reaction_Torques 1 15.806 4.37568 -6.84384 2 18.6861 119.054 -24.8122 3 -272.476 -318.134 86.022 4 -24340.1 -6006.23 2073.16 17 -92.9933 450.686 -36.2582 18 1265.11 -6978.79 -1800.36 19 -75.0776 0.110642 -25.599 20 -0.453351 7.69773 2.50382 21 -0.026898 -0.243379 -0.095257 Data Record #5 =========================================================================== Step = 52 Time = 1.98912657 Data = Rigid_Connector_Force 1 0 0 0 2 -0.350324 0.700492 1.93065 3 0.769671 -0.542683 0.00371874 4 17.8076 2.60304 3.92925 5 -0.0862893 0.13674 0.515478 6 -1.05962 -1.33371 -0.79317 7 -0.386563 -0.691586 1.10499 8 0.472399 -6.38459 -0.195701 Data Record #6 =========================================================================== Step = 52 Time = 1.98912657 Data = Rigid_Connector_Moment 1 0 0 0 2 9786.36 -5761.68 -1807.9 3 8554.97 1215.3 0 4 8520.33 1223.54 -7.61228 5 -0.0325753 0.468971 -0.270932 6 -3.12755 -0.736444 -0.54907 7 -0.990135 -0.672772 0.8349 8 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0432035 MUST POINT CONTROLLER: adjusting time step. dt = 0.0108734 ===== beginning time step 53 : 2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20072322 1 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.424883e+009 6.419599e+008 0.000000e+000 energy 8.392824e+002 1.811309e+001 8.392824e+001 displacement 6.771516e+003 6.771516e+003 6.771516e-001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20067228 2 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.424883e+009 7.403401e+007 0.000000e+000 energy 8.392824e+002 1.267480e+001 8.392824e+001 displacement 6.771516e+003 5.688117e+003 9.369218e-001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20058480 3 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.424883e+009 3.855274e+007 0.000000e+000 energy 8.392824e+002 2.087656e+000 8.392824e+001 displacement 6.771516e+003 2.650400e+002 1.115358e+000 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20055258 4 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.424883e+009 7.653448e+006 0.000000e+000 energy 8.392824e+002 1.519851e+000 8.392824e+001 displacement 6.771516e+003 4.966340e+001 1.200871e+000 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20055042 5 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.424883e+009 1.622631e+006 0.000000e+000 energy 8.392824e+002 3.022911e-001 8.392824e+001 displacement 6.771516e+003 1.143858e+001 1.233210e+000 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20054502 6 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.424883e+009 3.104323e+005 0.000000e+000 energy 8.392824e+002 6.279875e-002 8.392824e+001 displacement 6.771516e+003 3.187762e+000 1.247772e+000 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 498060 Nr of nonzeroes in stiffness matrix ....... : 20054340 7 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.424883e+009 5.754518e+004 0.000000e+000 energy 8.392824e+002 1.170032e-002 8.392824e+001 displacement 6.771516e+003 9.264787e-001 1.254769e+000 ........................ augmentation # 1 max norm = 1.37121 (0.03) max norm = 5.54694 (0.03) max norm = 8.23895 (0.03) max norm = 3.89764 (0.03) max norm = 0.748686 (0.03) max norm = 2.40909 (0.03) rigid connector # 8 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.096434e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.875819e-003 1.000000e-004 rigid connector # 9 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.116717e-009 1.000000e-002 moment: 1.000000e+000 *** angle : 2.879377e-003 1.000000e-004 rigid connector # 10 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.204815e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 2.879378e-003 1.000000e-004 rigid connector # 11 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.661272e-007 1.000000e-002 moment: 1.000000e+000 *** angle : 1.917189e-010 1.000000e-004 rigid connector # 12 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.830152e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 8.569913e-010 1.000000e-004 rigid connector # 13 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.596008e-008 1.000000e-002 moment: 1.000000e+000 *** angle : 6.129974e-010 1.000000e-004 convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 2 Data Record #1 =========================================================================== Step = 53 Time = 2 Data = center_of_mass 1 -10.2238 27.7999 14.9103 2 0 0 0 3 -3.34 -9.92 -15.915 4 -6.85281 -20.7798 0.648457 17 -3.3335 -9.96387 -23.616 18 -5.67538 -20.6038 0.805281 19 -10.8165 20.0121 28.7255 20 -6.90058 -20.7869 0.642095 21 -6.79938 -15.4205 52.1933 Data Record #2 =========================================================================== Step = 53 Time = 2 Data = rotation_quaternion 1 0.254491 0.0218777 -0.00771674 0.966797 2 0 0 0 1 3 0 0 0 1 4 0.700668 0.0659403 0.0378056 0.709427 17 -0.0028429 -0.000456923 -0.0122136 0.999921 18 0.00470754 -0.0655017 -0.0118106 0.997771 19 0.253214 0.0159256 0.0149651 0.967163 20 0.260197 -0.0221386 0.00539016 0.965287 21 0.417774 0.114067 -0.0661348 0.898933 Data Record #3 =========================================================================== Step = 53 Time = 2 Data = Reaction_Forces 1 -0.00338632 0.0083495 0.00460152 2 0.746146 -0.859725 -3.57101 3 -0.746384 0.859647 3.57114 4 0.00930662 -0.00504718 0.00631631 17 -0.000812556 -0.000108857 0.00040089 18 0.000832604 4.89286e-005 -0.000417125 19 0.000575511 0.000283216 -0.000674345 20 0.000385302 -0.00195576 0.00036466 21 0.000258918 -0.000496455 0.000261573 Data Record #4 =========================================================================== Step = 53 Time = 2 Data = Reaction_Torques 1 -0.0886634 0.00741254 -0.0322459 2 21.5973 135.814 -27.9722 3 0.486941 -160.092 38.3278 4 -8.57377 140.962 -94.5568 17 0.00774106 -0.0197667 0.0010909 18 8.32265 -140.237 94.4718 19 0.0485448 0.0119021 -0.000277845 20 -0.00104956 -0.00330763 -0.00239239 21 -0.000422086 0.00328265 0.00241251 Data Record #5 =========================================================================== Step = 53 Time = 2 Data = Rigid_Connector_Force 1 0 0 0 2 1.23151e-005 -6.7985e-005 -1.61962e-005 3 -7.73227e-006 -8.05706e-006 3.93651e-008 4 -0.000820289 -0.000116914 0.000400929 5 0.000280786 -0.00160908 -0.00030308 6 -0.000680027 6.34722e-005 6.60495e-006 7 -0.000104516 0.000346688 -0.00066774 8 0.501282 -6.45544 -0.257957 Data Record #6 =========================================================================== Step = 53 Time = 2 Data = Rigid_Connector_Moment 1 0 0 0 2 8553.11 1126.26 94.4716 3 8544.78 1266.5 0 4 8544.78 1266.5 -0.000227909 5 -9.55074e-005 0.000560203 8.86336e-005 6 -0.00248352 -0.000527927 -0.000404148 7 0.00178147 0.000161061 0.000426972 8 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 .................... : 53 Total number of equilibrium iterations ............ : 298 Average number of equilibrium iterations .......... : 5.62264 Total number of right hand evaluations ............ : 502 Total number of stiffness reformations ............ : 305 Time in linear solver: 3:43:27 Elapsed time : 8:17:23 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:07 (6.762 sec) Initialization time ............. : 0:00:01 (0.779 sec) Solve time ...................... : 8:17:23 (29843.2 sec) IO-time (plot, dmp, data) .... : 0:00:23 (23.028 sec) reforming stiffness .......... : 0:09:02 (541.894 sec) evaluating stiffness ......... : 0:20:27 (1227.16 sec) evaluating residual .......... : 0:02:38 (157.556 sec) model update ................. : 4:00:57 (14457 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 3:43:27 (13407.2 sec) Total elapsed time .............. : 8:17:31 (29850.8 sec) N O R M A L T E R M I N A T I O N