*Heading
     Model mode I crack propagation with XFEM with fully integrated element
** Generated by: Abaqus/CAE Version 6.9-DEV
*Preprint, echo=NO, model=yes, history=yes, contact=NO
**
*Node
*Element, type=CPE4
*Nset, nset=_PickedSet11, generate
*Elset, elset=_PickedSet11, generate
*Elset, elset=one
*enrichment,elset=_PickedSet11,interaction=lower,type=propagation crack, name=abc
** Section: Section-1
*Solid Section, elset=_PickedSet11, material=Material-1
1.0
**
*Nset, nset=_PickedSet4
*Nset, nset=_PickedSet5
*Elset, elset=_PickedSet5
*Nset, nset=_PickedSet6
*Elset, elset=_PickedSet6
**
** 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,type=xfem,name=efgh
abc
*surface interaction,name=lower
20.e-3,
**surface behavior, pressure-overclosure=linear
**6.42E13
**
*initial condition,type=enrichment
400,1,abc, 1.0, 0.0
400,2,abc, 1.0,-1.0
400,3,abc,-1.0,-1.0
400,4,abc,-1.0, 0.0
401,1,abc, 1.0,-1.0
401,2,abc, 1.0,-2.0
401,3,abc,-1.0,-2.0
401,4,abc,-1.0,-1.0
402,1,abc, 1.0,-2.0
402,2,abc, 1.0,-3.0
402,3,abc,-1.0,-3.0
402,4,abc,-1.0,-2.0
**
*nset,nset=disp
** BOUNDARY CONDITIONS
**
** Name: BC-1 Type: Displacement/Rotation
*Boundary
_PickedSet4, 1, 1
_PickedSet6,1,2
_PickedSet5,1,2
*amplitude,name=ramp1
0.0,0.0,1.0,1.0
** ----------------------------------------------------------------
**
** STEP: Step-1
**
*Step, name=Step-1, nlgeom=YES, inc=10000
*Static
0.01, 0.671, 1e-09, 0.01
**
*CONTROLS,PARAMETERS=TIME INCREMENTATION
 , , , , , , ,20
*dsload,amp=ramp1
efgh,P,2.5E8
*Output, field,freq=999
*contact output,surface=efgh
csdmg,crkdisp
*element output
S
*node output
U,PHILSM
*End Step