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SingleElemShearNumeric.inp
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SingleElemShearNumeric.inp
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*Heading
*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.
*Element, type=C3D8
1, 5, 6, 8, 7, 1, 2, 4, 3
*Nset, nset=Set-2, generate
1, 8, 1
*Elset, elset=Set-2
1,
** Section: elem1
*Solid Section, elset=Set-2, material=hgonumeric
,
*End Part
**
**
** ASSEMBLY
**
*Assembly, name=Assembly
**
*Instance, name=elem1-1, part=elem1
*End Instance
**
*Nset, nset=Set-1, instance=elem1-1, generate
1, 4, 1
*Elset, elset=Set-1, instance=elem1-1
1,
*Nset, nset=Set-2, instance=elem1-1, generate
5, 8, 1
*Elset, elset=Set-2, instance=elem1-1
1,
*Nset, nset=Set-3, instance=elem1-1, generate
1, 7, 2
*Elset, elset=Set-3, instance=elem1-1
1,
*Nset, nset=Set-4, instance=elem1-1, generate
2, 8, 2
*Elset, elset=Set-4, instance=elem1-1
1,
*Nset, nset=Set-5, instance=elem1-1, generate
1, 4, 1
*Elset, elset=Set-5, instance=elem1-1
1,
*Nset, nset=Set-6, instance=elem1-1, generate
1, 8, 1
*Elset, elset=Set-6, instance=elem1-1
1,
*Nset, nset=Set-7, instance=elem1-1, generate
1, 4, 1
*Elset, elset=Set-7, instance=elem1-1
1,
*Nset, nset=Set-8, instance=elem1-1
1, 2, 5, 6
*Elset, elset=Set-8, instance=elem1-1
1,
*Nset, nset=Set-9, instance=elem1-1
3, 4, 7, 8
*Elset, elset=Set-9, instance=elem1-1
1,
*Nset, nset=Set-10, instance=elem1-1, generate
2, 8, 2
*Elset, elset=Set-10, instance=elem1-1
1,
*Nset, nset=Set-11, instance=elem1-1, generate
2, 8, 2
*Elset, elset=Set-11, instance=elem1-1
1,
*Nset, nset=Set-12, instance=elem1-1, generate
1, 7, 2
*Elset, elset=Set-12, instance=elem1-1
1,
*Nset, nset=Set-13, instance=elem1-1, generate
1, 7, 2
*Elset, elset=Set-13, instance=elem1-1
1,
*Nset, nset=Set-14, instance=elem1-1, generate
1, 8, 1
*Elset, elset=Set-14, instance=elem1-1
1,
*End Assembly
**
** MATERIALS
**
*Material, name=hgonumeric
*User Material, constants=5
22.12e3, 1e-6, 0.206e3, 1.465, 0.
*Depvar
6,
*parameter
PI = 3.14159265358979
theta = 39.76
c1 = cos(theta*PI/180)
s1 = sin(theta*PI/180)
c2 = cos(-theta*PI/180)
s2 = sin(-theta*PI/180)
*Initial conditions, type=solution
Set-1, <c1>, <s1>, 0., <c2>, <s2>, 0.
**
** BOUNDARY CONDITIONS
**
** Name: fixbottom Type: Displacement/Rotation
*Boundary
Set-11, 1, 1
Set-11, 2, 2
Set-11, 3, 3
** Name: fixside Type: Displacement/Rotation
*Boundary
Set-14, 2, 2
Set-14, 3, 3
** Name: fixtop Type: Displacement/Rotation
*Boundary
Set-12, 2, 2
Set-12, 3, 3
** ----------------------------------------------------------------
**
** STEP: load
**
*Step, name=load, nlgeom=YES
*Static, direct
0.05, 1.,
**
** BOUNDARY CONDITIONS
**
** Name: slidetop Type: Displacement/Rotation
*Boundary
Set-13, 1, 1, 0.25e-3
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=0
**
** FIELD OUTPUT: F-Output-1
**
*Output, field
*Node Output
CF, RF, U
*Element Output, directions=YES
ENER, LE, PE, PEEQ, PEMAG, S, SDV
*Contact Output
CDISP, CSTRESS
**
** HISTORY OUTPUT: H-Output-1
**
*Output, history, variable=PRESELECT
*End Step