*Heading
 Model change test
** Job name: Job-1 Model name: Model-1
** Generated by: Abaqus/CAE 6.10-DEV
*Preprint, echo=YES, model=YES, history=Yes, contact=NO
**
** PARTS
**
*Part, name=Part-1
*End Part
**
**
** ASSEMBLY
**
*Assembly, name=Assembly
**
*Instance, name=Part-1-1, part=Part-1
*Node
*Element, type=C3D8RPT
*Nset, nset=_PickedSet2, internal, generate
*Elset, elset=_PickedSet2, internal, generate
*Nset, nset=Set-1, generate
*Elset, elset=Set-1, generate
** Section: Section-1
*Solid Section, elset=_PickedSet2, material=Material-1
*End Instance
**
*Nset,nset=nall,generate,instance=Part-1-1
*Nset, nset=_PickedSet15, internal, instance=Part-1-1, generate
*Elset, elset=_PickedSet15, internal, instance=Part-1-1, generate
*Nset, nset=_PickedSet16, internal, instance=Part-1-1
*Elset, elset=_PickedSet16, internal, instance=Part-1-1, generate
*Nset, nset=_PickedSet17, internal, instance=Part-1-1, generate
*Elset, elset=_PickedSet17, internal, instance=Part-1-1, generate
*Nset, nset=_PickedSet18, internal, instance=Part-1-1, generate
*Elset, elset=_PickedSet18, internal, instance=Part-1-1, generate
*Elset, elset=Set-1, instance=Part-1-1
*Nset, nset=Set-2, instance=Part-1-1, generate
*Nset, nset=Set-3, instance=Part-1-1, generate
*Nset, nset=Set-4, instance=Part-1-1, generate
*Nset, nset=Set-5, instance=Part-1-1, generate
*Nset, nset=_PickedSet18_PP_, internal, instance=Part-1-1, generate
*End Assembly
**
** MATERIALS
**
*Material, name=Material-1
*Density
1922.
*Density,Pore fluid
1000.
*Elastic
88.7e9,0.172
*Expansion
5.6e-6
*Expansion,Pore fluid
69.e-6
*Permeability, specific=9800.
 1e-03,0.
*Conductivity
3.
*Conductivity,Pore fluid
0.58
*Specific heat
3000.
*Specific heat,Pore fluid
4186.
**
** BOUNDARY CONDITIONS
**
** Name: BC-1 Type: Displacement/Rotation
*Boundary
_PickedSet15, 1, 1
** Name: BC-2 Type: Displacement/Rotation
*Boundary
_PickedSet16, 3, 3
** Name: BC-3 Type: Displacement/Rotation
*Boundary
_PickedSet17, 2, 2
** Name: BC-4 Type: Pore pressure
**
*initial conditions,type=temperature
nall,0.
*initial conditions,type=ratio
nall,1.
*initial conditions,type=pore
nall,10.
*initial conditions,type=saturation
nall,1.
** ----------------------------------------------------------------
**
** STEP: Step-1
**
*Step, name=Step-1
Model change
*Soils, consolidation, end=PERIOD, utol=20., creep=none
**
** OUTPUT REQUESTS
**
*Boundary
nall,11,11,0.
_PickedSet18_PP_, 8, 8, 10.
*Dload
_PickedSet18,P1,2.
*Restart, write, frequency=0
**
** FIELD OUTPUT: F-Output-1
**
*Output, field, variable=PRESELECT
**
** HISTORY OUTPUT: H-Output-1
**
*Controls,Parameters=Field,Field=Pore Fluid Pressure
,,1.e-12
*Output, history, variable=PRESELECT
*End Step
*STEP
 STEP #2: REMOVE TEST ELEMENTS
*SOILS
*MODEL CHANGE,REMOVE,TYPE=ELEMENT
SET-1,
*END STEP
*STEP
 STEP #3: ADD TEST ELEMENTS BACK IN STRAIN-FREE
*SOILS
*MODEL CHANGE,ADD=STRAINFREE,TYPE=ELEMENT
SET-1,
*END STEP
*Step
Model change
*Soils, consolidation, end=PERIOD, utol=20., creep=none
**
** OUTPUT REQUESTS
**
*Boundary
_PickedSet18_PP_, 8, 8, 10.
*Dload
_PickedSet18,P1,4.
*Controls,Parameters=Field,Field=Pore Fluid Pressure
,,1.e-12
** FIELD OUTPUT: F-Output-1
**
*Output, field, variable=PRESELECT
**
** HISTORY OUTPUT: H-Output-1
**
*Output, history, variable=PRESELECT
*End Step
*STEP
*SOILS
*MODEL CHANGE,REMOVE,TYPE=ELEMENT
SET-1,
*END STEP
*STEP
*SOILS
*MODEL CHANGE,ADD=WITHSTRAIN,TYPE=ELEMENT
SET-1,
*END STEP