*HEADING
 Test import capability with FeFp: Standard to Standard
 Element: S4R, CPS4R + orientation
 Material: marlow + plasticity + mullins
 Base for file: ss_s2_fefp2d_biori.inp
*RESTART,WRITE
*NODE,NSET=ALL
**
*NSET,NSET=SHELL-NODE
*NSET,NSET=FIX1
*NSET,NSET=FIX2
*NSET,NSET=DISP
*NSET,NSET=BOT
*NSET,NSET=TOP
**
*ELEMENT,TYPE=S4R,ELSET=Shell
*ELEMENT,TYPE=CPS4R,ELSET=Solid
*ELSET,ELSET=EALL
 SHELL,SOLID
*orientation, name=ori1
*shell section, elset=shell, material=mat-129, ori=ori1
1.,5
*solid section, elset=solid, material=mat-129, ori=ori1
1.
*MATERIAL,NAME=mat-129
*density
1.e-6
*HYPERELASTIC,marlow,poisson=0.475
**
** Output: uniaxial loading
**
*uniaxial Test Data
*Mullins effect, Test Data Input
**
** Output: uniaxial mullins
**
*uniaxial Test Data
*uniaxial Test Data
**
** Output: Hardening data
**
*Plastic
0.19668078,  0
2.9532671, 0.012512393
9.5576679, 0.044332625
92.370193, 0.44332625
**---------------------------------
*amplitude,name=nominal_strain
 0., 0., 0.25, 0.3, 0.5, 0., 0.75, 0.6,
 1., 0.
*STEP,NLGEOM,INC=2000
*STATIC
0.05,1.,,0.05
*BOUNDARY
shell-node,3,6
fix1,1,1
fix2,2,2
*boundary, amplitude=nominal_strain
top, 2, 2, 0.4
disp,1, 1, 0.2
*output,field,freq=5
*node output
u
*element output
S
PEEQ
E
*output,history
*node output,nset=top
rf
*node output,nset=top
u
*END STEP
**