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SingleElem.inp
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SingleElem.inp
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*Heading
** Job name: SingleElem Model name: SingleElem
** Generated by: Abaqus/CAE 6.13-1
*Preprint, echo=NO, model=NO, history=NO, contact=NO
**
** PARTS
**
*Part, name=elem1
*Node
1, 0.00100000005, 0.00100000005, 0.00100000005
2, 0.00100000005, 0., 0.00100000005
3, 0.00100000005, 0.00100000005, 0.
4, 0.00100000005, 0., 0.
5, 0., 0.00100000005, 0.00100000005
6, 0., 0., 0.00100000005
7, 0., 0.00100000005, 0.
8, 0., 0., 0.
9, 0., 0.00100000005, 0.000500000024
10, 0., 0.000500000024, 0.
11, 0., 0., 0.000500000024
12, 0., 0.000500000024, 0.00100000005
13, 0.00100000005, 0.000500000024, 0.00100000005
14, 0.00100000005, 0., 0.000500000024
15, 0.00100000005, 0.000500000024, 0.
16, 0.00100000005, 0.00100000005, 0.000500000024
17, 0.000500000024, 0., 0.00100000005
18, 0.000500000024, 0.00100000005, 0.00100000005
19, 0.000500000024, 0., 0.
20, 0.000500000024, 0.00100000005, 0.
*Element, type=C3D20R
1, 5, 6, 8, 7, 1, 2, 4, 3, 12, 11, 10, 9, 13, 14, 15,
16, 18, 17, 19, 20
*Nset, nset=Set-2, generate
1, 20, 1
*Elset, elset=Set-2
1,
** Section: elem1
*Solid Section, elset=Set-2, material=builtinnh
,
*End Part
**
**
** ASSEMBLY
**
*Assembly, name=Assembly
**
*Instance, name=elem1-1, part=elem1
*End Instance
**
*Nset, nset=Set-1, instance=elem1-1
1, 2, 3, 4, 13, 14, 15, 16
*Elset, elset=Set-1, instance=elem1-1
1,
*Nset, nset=Set-2, instance=elem1-1, generate
5, 12, 1
*Elset, elset=Set-2, instance=elem1-1
1,
*Nset, nset=Set-3, instance=elem1-1
1, 3, 5, 7, 9, 16, 18, 20
*Elset, elset=Set-3, instance=elem1-1
1,
*Nset, nset=Set-4, instance=elem1-1
2, 4, 6, 8, 11, 14, 17, 19
*Elset, elset=Set-4, instance=elem1-1
1,
*Nset, nset=Set-5, instance=elem1-1
1, 2, 5, 6, 12, 13, 17, 18
*Elset, elset=Set-5, instance=elem1-1
1,
*End Assembly
**
** MATERIALS
**
*Material, name=builtinnh
*Hyperelastic, neo hooke
80000., 1e-06
*Material, name=umatnhnumeric
*Depvar
6,
*User Material, constants=2
80000., 1e-06
**
** BOUNDARY CONDITIONS
**
** Name: fix_xoy Type: Displacement/Rotation
*Boundary
Set-5, 3, 3
** ----------------------------------------------------------------
**
** STEP: load
**
*Step, name=load, nlgeom=YES
*Static, direct
0.05, 1.,
**
** BOUNDARY CONDITIONS
**
** Name: xneg Type: Displacement/Rotation
*Boundary
Set-2, 1, 1, -0.003
** Name: xpos Type: Displacement/Rotation
*Boundary
Set-1, 1, 1, 0.003
** Name: yneg Type: Displacement/Rotation
*Boundary
Set-4, 2, 2, -0.003
** Name: ypos Type: Displacement/Rotation
*Boundary
Set-3, 2, 2, 0.003
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=0
**
** FIELD OUTPUT: F-Output-1
**
*Output, field, variable=PRESELECT
**
** HISTORY OUTPUT: H-Output-1
**
*Output, history, variable=PRESELECT
*End Step