*Heading
** Job name: 0627 Model name: Model-1
** Generated by: Abaqus/CAE 6.10-1
*Preprint, echo=NO, model=NO, history=NO, contact=NO
**
** PARTS
**
*Part, name=Part-1
*End Part
**  
**
** ASSEMBLY
**
*Assembly, name=Assembly
**  
*Instance, name=Part-1-1, part=Part-1
*Node
      1,         -0.5,         -0.5,           1.
      2,         -0.5,          0.5,           1.
      3,         -0.5,         -0.5,           0.
      4,         -0.5,          0.5,           0.
      5,          0.5,         -0.5,           1.
      6,          0.5,          0.5,           1.
      7,          0.5,         -0.5,           0.
      8,          0.5,          0.5,           0.
*Element, type=C3D8
1, 5, 6, 8, 7, 1, 2, 4, 3
*Nset, nset=_PickedSet2, internal, generate
 1,  8,  1
*Elset, elset=_PickedSet2, internal
 1,
** Section: NMG
*Solid Section, elset=_PickedSet2, material=NMG-USER
,
*End Instance
**  
*Nset, nset=_PickedSet4, internal, instance=Part-1-1, generate
 1,  7,  2
*Elset, elset=_PickedSet4, internal, instance=Part-1-1
 1,
*Nset, nset=_PickedSet5, internal, instance=Part-1-1, generate
 1,  8,  1
*Elset, elset=_PickedSet5, internal, instance=Part-1-1
 1,
*Nset, nset=_PickedSet6, internal, instance=Part-1-1, generate
 1,  8,  1
*Elset, elset=_PickedSet6, internal, instance=Part-1-1
 1,
*Nset, nset=_PickedSet7, internal, instance=Part-1-1, generate
 2,  8,  2
*Elset, elset=_PickedSet7, internal, instance=Part-1-1
 1,
*End Assembly
** 
** MATERIALS
** 
*Material, name=NMG-USER
*Depvar
     25,
*User Material, constants=5
3100., 0.33,  0.8,   2., 0.06
** 
** BOUNDARY CONDITIONS
** 
** Name: BC-3 Type: Displacement/Rotation
*Boundary
_PickedSet6, 3, 3
_PickedSet6, 6, 6
** Name: bottom Type: Displacement/Rotation
*Boundary
_PickedSet4, 2, 2
_PickedSet4, 5, 5
** Name: load Type: Displacement/Rotation
*Boundary
_PickedSet7, 2, 2
** Name: xy Type: Displacement/Rotation
*Boundary
_PickedSet5, 1, 1
_PickedSet5, 4, 4
** ----------------------------------------------------------------
** 
** STEP: Step-1
** 
*Step, name=Step-1, nlgeom=YES
*Static
0.1, 1., 1e-09, 1.
** 
** BOUNDARY CONDITIONS
** 
** Name: load Type: Displacement/Rotation
*Boundary
_PickedSet7, 2, 2, -0.1
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=0
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field
*Node Output
CF, RF, U
*Element Output, directions=YES
LE, PE, PEEQ, PEMAG, S, SDV
*Contact Output
CDISP, CSTRESS
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
*End Step
** ----------------------------------------------------------------
** 
** STEP: Step-2
** 
*Step, name=Step-2, nlgeom=YES
*Static
0.1, 1., 1e-09, 1.
** 
** BOUNDARY CONDITIONS
** 
** Name: load Type: Displacement/Rotation
*Boundary
_PickedSet7, 2, 2, -0.2
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=0
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field
*Node Output
CF, RF, U
*Element Output, directions=YES
LE, PE, PEEQ, PEMAG, S, SDV
*Contact Output
CDISP, CSTRESS
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
*End Step
** ----------------------------------------------------------------
** 
** STEP: Step-3
** 
*Step, name=Step-3, nlgeom=YES
*Static
0.1, 1., 1e-09, 1.
** 
** BOUNDARY CONDITIONS
** 
** Name: load Type: Displacement/Rotation
*Boundary
_PickedSet7, 2, 2, -0.3
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=0
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field
*Node Output
CF, RF, U
*Element Output, directions=YES
LE, PE, PEEQ, PEMAG, S, SDV
*Contact Output
CDISP, CSTRESS
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
*End Step