*Heading
     Model II crack propagation with XFEM-cps4r
*** Job name: shear_reg Model name: Model-1
** Generated by: Abaqus/CAE Version 6.9-DEV
*Preprint, echo=NO, model=yes, history=yes
**
*Node
*Element, type=CPS4R
*Nset, nset=_PickedSet2, generate
*Elset, elset=_PickedSet2, generate
*enrichment,elset=_PickedSet2,interaction=lower,type=propagation crack, name=abc
** Section: Section-1
*Solid Section, elset=_PickedSet2, material=Material-1
1.0
*HOURGLASS STIFFNESS
**
*Nset, nset=_PickedSet4, generate
*Elset, elset=_PickedSet4, generate
*Nset, nset=_PickedSet5, generate
*Elset, elset=_PickedSet5, generate
**
** MATERIALS
**
*Material, name=Material-1
*Elastic
 2.1e+11, 0.3
*DAMAGE INITIATION,CRITERION=MAXPS
2.2E8
*DAMAGE EVOLUTION,TYPE=ENERGY,MIXED MODE BEHAVIOR=POWER LAW,POWER=1.0
4.22d4,4.22d4
*DAMAGE STABILIZATION
*surface interaction,name=lower
20.e-3,
***surface behavior, pressure-overclosure=linear
**6.42E13
**
*initial condition,type=enrichment
901,1,abc,-1.0,-1.5
901,2,abc,-1.0,-1.4
901,3,abc, 1.0,-1.4
901,4,abc, 1.0,-1.5
902,1,abc,-1.0,-1.4
902,2,abc,-1.0,-1.2
902,3,abc, 1.0,-1.2
902,4,abc, 1.0,-1.4
903,1,abc,-1.0,-1.3
903,2,abc,-1.0,-1.2
903,3,abc, 1.0,-1.2
903,4,abc, 1.0,-1.3
904,1,abc,-1.0,-1.2
904,2,abc,-1.0,-1.1
904,3,abc, 1.0,-1.1
904,4,abc, 1.0,-1.2
905,1,abc,-1.0,-1.1
905,2,abc,-1.0,-1.0
905,3,abc, 1.0,-1.0
905,4,abc, 1.0,-1.1
906,1,abc,-1.0,-1.0
906,2,abc,-1.0,-0.9
906,3,abc, 1.0,-0.9
906,4,abc, 1.0,-1.0
907,1,abc,-1.0,-0.9
907,2,abc,-1.0,-0.8
907,3,abc, 1.0,-0.8
907,4,abc, 1.0,-0.9
908,1,abc,-1.0,-0.8
908,2,abc,-1.0,-0.7
908,3,abc, 1.0,-0.7
908,4,abc, 1.0,-0.8
909,1,abc,-1.0,-0.7
909,2,abc,-1.0,-0.6
909,3,abc, 1.0,-0.6
909,4,abc, 1.0,-0.7
910,1,abc,-1.0,-0.6
910,2,abc,-1.0,-0.5
910,3,abc, 1.0,-0.5
910,4,abc, 1.0,-0.6
911,1,abc,-1.0,-0.5
911,2,abc,-1.0,-0.4
911,3,abc, 1.0,-0.4
911,4,abc, 1.0,-0.5
912,1,abc,-1.0,-0.4
912,2,abc,-1.0,-0.3
912,3,abc, 1.0,-0.3
912,4,abc, 1.0,-0.4
913,1,abc,-1.0,-0.3
913,2,abc,-1.0,-0.2
913,3,abc, 1.0,-0.2
913,4,abc, 1.0,-0.3
914,1,abc,-1.0,-0.2
914,2,abc,-1.0,-0.1
914,3,abc, 1.0,-0.1
914,4,abc, 1.0,-0.2
915,1,abc,-1.0,-0.1
915,2,abc,-1.0, 0.0
915,3,abc, 1.0, 0.0
915,4,abc, 1.0,-0.1
** ----------------------------------------------------------------
*nset,nset=disp
*equation
_PickedSet5,1,1,9999,1,-1
*amplitude,name=ramp1
0.0,0.0,1.0,1.0
**
** STEP: Step-1
**
*Step, name=Step-1, nlgeom=YES, inc=10000
*Static
0.005, 0.635, 1e-09, 0.005
**
*CONTROLS,PARAMETERS=TIME INCREMENTATION
 , , , , , , ,20
**
** BOUNDARY CONDITIONS
**
** Name: BC-1 Type: Displacement/Rotation
*Boundary,amp=ramp1
_PickedSet4, 1, 1, -0.01
_PickedSet4, 2, 2, 0.00
** Name: BC-2 Type: Displacement/Rotation
**Boundary,amp=ramp1
disp, 1, 1, 0.01
_PickedSet5, 2, 2, 0.00
**
** OUTPUT REQUESTS
**
** FIELD OUTPUT: F-Output-1
**
*Output, field,freq=10
*element output
S,
*node output
U,philsm
**
** HISTORY OUTPUT: H-Output-1
**
*Output, history,freq=10
*node output,nset=disp
rf1,u1
*End Step