*Heading
Mullins Effect, Compressible Yeoh Model, 2D element
Cyclic uniaxial tension
** Job name: mmecdo2cut_yeoh.inp
**
** PARTS
**
*Part, name=PART-1
*End Part
**
** ASSEMBLY
**
*Assembly, name=Assembly
**
*Instance, name=PART-1-1, part=PART-1
*Node
*Element, type=SAX1
*Elset, elset=ONE
** Region: (Section-1-ONE:ONE)
*Elset, elset=_I1, internal
** Section: Section-1-ONE
*Shell Section, elset=_I1, material=TREL
0.1, 5
*End Instance
*Nset, nset=ALL, instance=PART-1-1
*Nset, nset=BOT, instance=PART-1-1
*Nset, nset=TOP, instance=PART-1-1
*End Assembly
**
** MATERIALS
**
*Material, name=TREL
*Hyperelastic, yeoh
 1.326,   -0.326,   0.1319, 0.000725,       0.,       0.
*Mullins effect
** ----------------------------------------------------------------
**
** STEP: Step-1
**
*Step, name=Step-1, nlgeom, inc=20
UNIAXIAL TENSION
*Static, direct
1., 20.,
**
** BOUNDARY CONDITIONS
**
*Boundary
TOP, 2, 2, 2.
BOT, 2, 2
BOT, 6, 6
**
** OUTPUT REQUESTS
**
** HISTORY OUTPUT
**
*Output, history, frequency=10
*Element Output, elset=PART-1-1.ONE
SENER, S, DMENER
*Node Output, nset=TOP
U,RF
*El Print, freq=999999
*Node Print, freq=999999
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-2
**
*Step, name=Step-2, nlgeom
*Static, direct
1., 20.,
**
** BOUNDARY CONDITIONS
*Boundary, op=NEW
TOP, 2, 2, 0.
BOT, 2, 2
BOT, 6, 6
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-3
**
*Step, name=Step-3, nlgeom
*Static, direct
1., 20.,
**
** BOUNDARY CONDITIONS
**
*Boundary, op=NEW
TOP, 2, 2, 3.
BOT, 2, 2
BOT, 6, 6
**
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-4
**
*Step, name=Step-4, nlgeom
*Static, direct
1., 20.,
**
** BOUNDARY CONDITIONS
**
*Boundary, op=NEW
TOP, 2, 2, 0.
BOT, 2, 2
BOT, 6, 6
*End Step