*HEADING
  - HYPERELASTICITY (POLYNOMIAL), FRQ DOMAIN VISCOELASTICITY
**PREPRINT,MODEL=YES
*NODE,NSET=ALL
1,
2,1.
3,1.,1.,
4,0.,1.,
5,0.,0.,1.
6,1.,0.,1.
7,1.,1.,1.
8,0.,1.,1.
**
11,10.,0.,0.
12,11.,0.,0.
13,11.,1.,0.
14,10.,1.,0.
15,10.,0.,1.
16,11.,0.,1.
17,11.,1.,1.
18,10.,1.,1.
*NSET,NSET=FACE1
1,2,3,4,11,12,13,14
*NSET,NSET=FACE2
5,6,7,8,15,16,17,18
*NSET,NSET=FACE3
1,2,5,6,11,12,15,16
*NSET,NSET=FACE4
2,3,6,7,12,13,16,17
*NSET,NSET=FACE5
3,4,7,8,13,14,17,18
*NSET,NSET=FACE6
4,1,8,5,14,11,18,15
*ELEMENT,TYPE=C3D8R,ELSET=REF
1,1,2,3,4,5,6,7,8
*ELEMENT,TYPE=C3D8R,ELSET=TEST
10,11,12,13,14,15,16,17,18
*SOLID SECTION,ELSET=REF,MATERIAL=POLY1
*MATERIAL,NAME=POLY1
*DENSITY
8.E-7, 
*HYPERELASTIC,N=1,MODULI=LONG TERM
80.,20.,0.001
*VISCOELASTIC,FREQUENCY=TABULAR
1.161E-2,-3.21E-2,1.161E-2,-3.21E-2,1.
1.775E-3,-5.116E-3,1.775E-3,-5.116E-3,100.0
*SOLID SECTION,ELSET=TEST,MATERIAL=POLY2
*MATERIAL,NAME=POLY2
*DENSITY
8.E-7, 
*HYPERELASTIC,N=1,MODULI=LONG TERM
80.,20.,0.001
*VISCOELASTIC,FREQUENCY=TABULAR,PRELOAD=UNIAXIAL
6.7412903226,599.283870968,1.,0.
1.0306451613,583.615741936,100.,0.
5.24346509,466.130985,1.,0.25
0.801649548,453.9441055,100.,0.25
4.283428453,380.7861194,1.,0.75
0.654873909,370.8305603,100.,0.75
3.822838413,339.8408122,1.,2.
0.584456391,330.9557581,100.,2.
*VISCOELASTIC,FREQUENCY=TABULAR,PRELOAD=VOLUMETRIC
23.22,2064.2,1.,1.
3.55,2010.232,100.,1.
*STEP,PERTURBATION
*STEADY STATE DYNAMICS,DIRECT
1.
*BOUNDARY,OP=NEW
FACE1,3
FACE3,2
FACE6,1
FACE4,1,1,0.1
*EL PRINT
S,
E,
*OUTPUT,FIELD
*ELEMENT OUTPUT
S,NE
*END STEP
*STEP,PERTURBATION
*STEADY STATE DYNAMICS,DIRECT
100.
*BOUNDARY,OP=NEW
FACE1,3
FACE3,2
FACE6,1
FACE4,1,1,0.1
*EL PRINT
S,
E,
*OUTPUT,FIELD
*ELEMENT OUTPUT
S,NE
*END STEP
*STEP,NLGEOM,INC=20
UNIAXIAL TENSION
*STATIC,DIRECT
1.,20.
*BOUNDARY,OP=NEW
FACE1,3
FACE3,2
FACE6,1
FACE4,1,1,0.25
*EL PRINT,F=10
S, 
NE, 
*NODE PRINT,F=10
U,RF
*OUTPUT,FIELD
*ELEMENT OUTPUT
S,NE
*END STEP
*STEP,PERTURBATION
*STEADY STATE DYNAMICS,DIRECT
1.
*BOUNDARY,OP=NEW
FACE1,3
FACE3,2
FACE6,1
FACE4,1,1,0.1
*EL PRINT
S,
E,
*OUTPUT,FIELD
*ELEMENT OUTPUT
S,NE
*END STEP
*STEP,PERTURBATION
*STEADY STATE DYNAMICS,DIRECT
100.
*BOUNDARY,OP=NEW
FACE1,3
FACE3,2
FACE6,1
FACE4,1,1,0.1
*EL PRINT
S,
E,
*OUTPUT,FIELD
*ELEMENT OUTPUT
S,NE
*END STEP
*STEP,NLGEOM,INC=20
UNIAXIAL TENSION
*STATIC,DIRECT
1.,20.
*BOUNDARY,OP=NEW
FACE1,3
FACE3,2
FACE6,1
FACE4,1,1,0.75
*EL PRINT,F=10
S, 
NE, 
*NODE PRINT,F=10
U,RF
*OUTPUT,FIELD
*ELEMENT OUTPUT
S,NE
*END STEP
*STEP,PERTURBATION
*STEADY STATE DYNAMICS,DIRECT
1.
*BOUNDARY,OP=NEW
FACE1,3
FACE3,2
FACE6,1
FACE4,1,1,0.1
*EL PRINT
S,
E,
*OUTPUT,FIELD
*ELEMENT OUTPUT
S,NE
*END STEP
*STEP,PERTURBATION
*STEADY STATE DYNAMICS,DIRECT
100.
*BOUNDARY,OP=NEW
FACE1,3
FACE3,2
FACE6,1
FACE4,1,1,0.1
*EL PRINT
S,
E,
*OUTPUT,FIELD
*ELEMENT OUTPUT
S,NE
*END STEP
*STEP,NLGEOM,INC=20
UNIAXIAL TENSION
*STATIC,DIRECT
1.,20.
*BOUNDARY,OP=NEW
FACE1,3
FACE3,2
FACE6,1
FACE4,1,1,2.0
*EL PRINT,F=10
S, 
NE, 
*NODE PRINT,F=10
U,RF
*OUTPUT,FIELD
*ELEMENT OUTPUT
S,NE
*END STEP
*STEP,PERTURBATION
*STEADY STATE DYNAMICS,DIRECT
1.
*BOUNDARY,OP=NEW
FACE1,3
FACE3,2
FACE6,1
FACE4,1,1,0.1
*EL PRINT
S,
E,
*OUTPUT,FIELD
*ELEMENT OUTPUT
S,NE
*END STEP
*STEP,PERTURBATION
*STEADY STATE DYNAMICS,DIRECT
100.
*BOUNDARY,OP=NEW
FACE1,3
FACE3,2
FACE6,1
FACE4,1,1,0.1
*EL PRINT
S,
E,
*OUTPUT,FIELD
*ELEMENT OUTPUT
S,NE
*END STEP