*Heading ** billet_case1_xpl_coarse.inp ** ** ABAQUS/Explicit: Case 1 using the default relax ** stiffness hourglass control. ** PARTS ** *Part, name=Billet *End Part *Part, name=RIGID *End Part ** ** ASSEMBLY ** *Assembly, name=Assembly ** *Instance, name=Billet-1, part=Billet *Node, input=billet_coarse_nodes.inp *Element, type=CAX4R, input=billet_coarse_elem.inp ** Region: (BILLET:Picked) *Elset, elset=_I1, internal, generate 1, 144, 1 ** Section: BILLET *Solid Section, elset=_I1, material=METAL 1., *End Instance ** *Instance, name=RIGID-1, part=RIGID *Node 1, 0., 0.015 *Nset, nset=RIGID-1-RefPt_, internal 1, *Surface, type=SEGMENTS, name=RIGID START, 0.02, 0.015 LINE, 0., 0.015 *Rigid Body, ref node=RIGID-1-RefPt_, analytical surface=RIGID *End Instance *Nset, nset=NRIGID, instance=RIGID-1 1, *Nset, nset=MIDDLE, instance=Billet-1, generate 1, 13, 1 *Elset, elset=MIDDLE, instance=Billet-1, generate 1, 12, 1 *Nset, nset=AXIS, instance=Billet-1, generate 1, 144, 13 *Elset, elset=AXIS, instance=Billet-1, generate 1, 121, 12 *Nset, nset=BILLET, instance=Billet-1, generate 1, 169, 1 *Elset, elset=BILLET, instance=Billet-1, generate 1, 144, 1 *NSET,NSET=QA_TEST BILLET, *ELSET,ELSET=QA_TEST BILLET, *Elset, elset=_ASURF_S2, internal, instance=Billet-1, generate 12, 144, 12 *Elset, elset=_ASURF_S3, internal, instance=Billet-1, generate 133, 144, 1 *Surface, type=ELEMENT, name=ASURF _ASURF_S2, S2 _ASURF_S3, S3 *End Assembly ** ** MATERIALS ** *Material, name=METAL *Density 7833., *Elastic 2e+11, 0.3 *Plastic 7e+08, 0. 3.7e+09,10. ** ** BOUNDARY CONDITIONS ** ** Name: FIX_RIGID Type: Displacement/Rotation *Boundary NRIGID, XSYMM ** Name: MIDDLE Type: Displacement/Rotation *Boundary MIDDLE, 2, 2 *Amplitude, name=RAMP, smooth=0. 0., 0.02, 0.0002, 1., 0.00055, 1. ** ** STEP: Step-1 ** *Step Step-1 *Dynamic, Explicit ,0.000428 *Bulk Viscosity 0.06, 1.2 ** ** BOUNDARY CONDITIONS ** ** Name: AXIS Type: Displacement/Rotation *Boundary, REGION TYPE=SLIDING AXIS, 1, 1 ** Name: MOVE_RIGID Type: Velocity/Angular velocity *Boundary, type=VELOCITY, amplitude=RAMP NRIGID, 2, 2, -20. *Adaptive Mesh, elset=BILLET, op=NEW ** ** INTERACTION PROPERTIES ** *Surface Interaction, name=ROUGH *Friction, rough *Surface Behavior, pressure-overclosure=HARD ** ** INTERACTIONS ** ** Interaction: RSURF_TO_ASURF *Contact Pair, interaction=ROUGH, mechanical constraint=KINEMATIC ASURF, RIGID-1.RIGID ** ** OUTPUT REQUESTS ** *Restart, write, number interval=1, time marks=NO *Monitor, dof=2, node=NRIGID *Output, field, variable=PRESELECT ***Output, history, time interval=3e-5 ***Energy Output ***ALLAE, ALLCD, ALLFD, ALLIE, ALLKE, ***ALLPD, ALLSE, ALLVD, ALLWK, ETOTAL ********************* *OUTPUT,HISTORY,TIME INTERVAL=43.0e-5 *ENERGY OUTPUT,VARIABLE=PRESELECT ************************* *OUTPUT,FIELD,NUM=1 *NODE OUTPUT,NSET=QA_TEST U, *ELEMENT OUTPUT,ELSET=QA_TEST PEEQ, *********************** *Output, history, time interval=3e-5 *Node Output, nset=NRIGID U2, RF2 *FILE OUTPUT,NUM=2,TIMEMARKS=YES *EL FILE PEEQ,MISES ***OUTPUT,HISTORY,TIME INTERVAL=4.E-7 ***NODE OUTPUT,NSET=NRIGID **U2,RF2 *NODE FILE, NSET=NRIGID U,RF *End Step ** ** STEP: Step-2 ** *Step Step-2 *Dynamic, Explicit , 0.00012 *Bulk Viscosity 0.06, 1.2 ** ** BOUNDARY CONDITIONS ** ** Name: AXIS Type: Displacement/Rotation *Boundary, REGION TYPE=SLIDING AXIS, 1, 1 ** Name: MOVE_RIGID Type: Velocity/Angular velocity *Boundary, type=VELOCITY NRIGID, 2, 2, -20. ** ** OUTPUT REQUESTS ** *Restart, write, number interval=1, time marks=NO *Monitor, dof=2, node=NRIGID *Output, field, variable=PRESELECT ***Output, history, time interval=6e-6 ***Energy Output **ALLAE, ALLCD, ALLFD, ALLIE, ALLKE, **ALLPD, ALLSE, ALLVD, ALLWK, ETOTAL ********************* *OUTPUT,HISTORY,TIME INTERVAL=12e-5 *ENERGY OUTPUT,VARIABLE=PRESELECT ************************* *OUTPUT,FIELD,NUM=1 *NODE OUTPUT,NSET=QA_TEST U, *ELEMENT OUTPUT,ELSET=QA_TEST PEEQ, *********************** *Output, history, time interval=6e-6 *Node Output, nset=NRIGID U2, RF2 *FILE OUTPUT,NUM=2,TIMEMARKS=YES *EL FILE PEEQ,MISES ***OUTPUT,HISTORY,TIME INTERVAL=4.E-7 ***NODE OUTPUT,NSET=NRIGID **U2,RF2 *NODE FILE, NSET=NRIGID U,RF *End Step