*Heading ** Job name: 1-element-3-Copy Model name: 1-element-3-Copy ** Generated by: Abaqus/CAE 6.14-1 *Preprint, echo=NO, model=NO, history=NO, contact=NO ** ** PARTS ** *Part, name=cube *Node 1, 1., 1., 1. 2, 1., 0., 1. 3, 1., 1., 0. 4, 1., 0., 0. 5, 0., 1., 1. 6, 0., 0., 1. 7, 0., 1., 0. 8, 0., 0., 0. *Element, type=C3D8 1, 5, 6, 8, 7, 1, 2, 4, 3 *Nset, nset=all, generate 1, 8, 1 *Elset, elset=all 1, *Orientation, name=Ori-1 1., 0., 0., 0., 1., 0. 3, 0. ** Section: UMATXFEM *Solid Section, elset=all, orientation=Ori-1, material=UMATXFEM , *End Part ** ** ** ASSEMBLY ** *Assembly, name=Assembly ** *Instance, name=Part-1-1, part=cube *End Instance ** *Nset, nset=Set-2, instance=Part-1-1, generate 2, 8, 2 *Elset, elset=Set-2, instance=Part-1-1 1, *Nset, nset=Set-3, instance=Part-1-1 3, 4, 7, 8 *Elset, elset=Set-3, instance=Part-1-1 1, *Nset, nset=Set-4, instance=Part-1-1, generate 5, 8, 1 *Elset, elset=Set-4, instance=Part-1-1 1, *Nset, nset=Set-5, instance=Part-1-1, generate 1, 7, 2 *Elset, elset=Set-5, instance=Part-1-1 1, *Nset, nset=Set-6, instance=Part-1-1, generate 1, 4, 1 *Elset, elset=Set-6, instance=Part-1-1 1, *Nset, nset=Set-7, instance=Part-1-1 1, 2, 5, 6 *Elset, elset=Set-7, instance=Part-1-1 1, *Nset, nset=Set-8, instance=Part-1-1, generate 1, 8, 1 *Elset, elset=Set-8, instance=Part-1-1 1, *Nset, nset=Set-9, instance=Part-1-1, generate 1, 8, 1 *Elset, elset=Set-9, instance=Part-1-1 1, *Nset, nset=_PickedSet4, internal, instance=Part-1-1, generate 1, 8, 1 *Elset, elset=_PickedSet4, internal, instance=Part-1-1 1, *Enrichment, name=XFEM, type=PROPAGATION CRACK, elset=_PickedSet4, interaction=hard *End Assembly ** ** MATERIALS ** *Material, name=EL *Elastic 12000., 0.2 *Material, name=ELXFEM *Depvar 2, *Elastic 12000., 0.2 *DAMAGE INITIATION,CRITERION=user,properties=2,failure mechanisms=2 60.,5 *DAMAGE EVOLUTION,TYPE=DISPLACEMENT,failure index=1 1d-6 *DAMAGE EVOLUTION,TYPE=DISPLACEMENT,failure index=2 1d-6 *Material, name=UMAT *Depvar 2, *User Material, constants=2, unsymm 0.,1. *Material, name=UMATXFEM *Depvar 2, *User Material, constants=2, unsymm 0.,1. *DAMAGE INITIATION,CRITERION=user,properties=2,failure mechanisms=2 60.,5 *DAMAGE EVOLUTION,TYPE=DISPLACEMENT,failure index=1 1d-6 *DAMAGE EVOLUTION,TYPE=DISPLACEMENT,failure index=2 1d-6 ** ** INTERACTION PROPERTIES ** *Surface Interaction, name=hard 1., *Surface Behavior, pressure-overclosure=LINEAR 10000., ** ** BOUNDARY CONDITIONS ** ** Name: -X Type: Displacement/Rotation *Boundary Set-4, 1, 1 ** Name: -Y Type: Displacement/Rotation *Boundary Set-2, 2, 2 ** Name: -Z Type: Displacement/Rotation *Boundary Set-3, 3, 3 ** ---------------------------------------------------------------- ** ** STEP: load ** *Step, name=load, nlgeom=NO, inc=10000 *Static 1., 1., 1e-10, 1. ** ** BOUNDARY CONDITIONS ** ** Name: compression+Y Type: Displacement/Rotation *Boundary Set-5, 2, 2, -0.05 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=0 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, time interval=0.5 *Node Output PHILSM, PSILSM, RF, U *Element Output, directions=YES E, S, SDV, STATUS, STATUSXFEM, UVARM *Contact Output CDISP, CSTATUS, CSTRESS ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT *End Step ** ---------------------------------------------------------------- ** ** STEP: unload ** *Step, name=unload, nlgeom=NO, inc=10000 *Static 1., 1., 1e-07, 1. ** ** BOUNDARY CONDITIONS ** ** Name: compression+Y Type: Displacement/Rotation *Boundary Set-5, 2, 2 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=0 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, time interval=0.5 *Node Output PHILSM, PSILSM, RF, U *Element Output, directions=YES E, S, SDV, STATUS, STATUSXFEM, UVARM *Contact Output CDISP, CSTATUS, CSTRESS ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT *End Step