*Heading
 o Hyperelastic material, Polynomial, N=1
 o U, RF, S
** ----------------------------------------------------------------
** 
** PART INSTANCE: SOLID BLOCK
** 
*Dsa Controls, Tol=1.E-5
*Parameter
shape=0.0
dp1=1.0
c10=80.0*dp1
c01=20.0
d=0.001
loadx=10.0
loady=250.0
loadz=10.0
*Parameter shape variation,Parameter=shape
top_out,0.0,1.0,0.0
*Design Parameter
dp1,shape
*Node
      1,           0.,          -1.,           0.
      2,           1.,          -1.,           0.
      3,           2.,          -1.,           0.
      4,           0.,          -1.,           1.
      5,           1.,          -1.,           1.
      6,           2.,          -1.,           1.
      7,           0.,          -1.,           2.
      8,           1.,          -1.,           2.
      9,           2.,          -1.,           2.
     10,           0.,           0.,           0.
     11,           1.,           0.,           0.
     12,           2.,           0.,           0.
     13,           0.,           0.,           1.
     14,           1.,           0.,           1.
     15,           2.,           0.,           1.
     16,           0.,           0.,           2.
     17,           1.,           0.,           2.
     18,           2.,           0.,           2.
     19,           0.,           1.,           0.
     20,           1.,           1.,           0.
     21,           2.,           1.,           0.
     22,           0.,           1.,           1.
     23,           1.,           1.,           1.
     24,           2.,           1.,           1.
     25,           0.,           1.,           2.
     26,           1.,           1.,           2.
     27,           2.,           1.,           2.
*Nset,Nset=top_out
19,22,25,20,26,21,24,27
*Nset,nset=top_tie
19,20,21,22,23,24,25,26
*Nset,Nset=zedge
25,26,19,20,21
*Nset,Nset=xedge
21,24,19,22,25
*Equation
2
top_tie,2,1.0,27,2,-1.0
2
zedge,3,1.0,27,3,-1.0
2
xedge,1,1.0,27,1,-1.0
*Element, type=C3D8
1, 10, 11, 14, 13,  1,  2,  5,  4
2, 11, 12, 15, 14,  2,  3,  6,  5
3, 13, 14, 17, 16,  4,  5,  8,  7
4, 14, 15, 18, 17,  5,  6,  9,  8
5, 19, 20, 23, 22, 10, 11, 14, 13
6, 20, 21, 24, 23, 11, 12, 15, 14
7, 22, 23, 26, 25, 13, 14, 17, 16
8, 23, 24, 27, 26, 14, 15, 18, 17
*Elset, elset=solid, generate
 1,  8,  1
*Solid Section, elset=solid, material=hyper
1.,
*Nset, nset=base, generate
  1,9,1
*Elset, elset=base
 3, 4, 7, 8
*Elset, elset=eout
5,6,7,8,
** 
** MATERIALS
** 
*Material, name=hyper
*Hyperelastic
<c10>,<c01>, <d>
** ----------------------------------------------------------------
** 
** STEP: Step-1
** 
*Nset, Nset=bc
base,7,9,3
*Step, nlgeom, dsa
Step-1
*Static
0.5,1.0
** 
** BOUNDARY CONDITIONS
** 
** BC: BC-1 Type: Displacement
*Boundary
base, 2, 2, 0.0
9, 1, 3, 0.0
7, 2, 3, 0.0
3, 1, 2, 0.0
*Cload
27,1,<loadx>
27,2,<loady>
27,3,<loadz>
** 
** OUTPUT REQUESTS
**
*Output, Field, freq=6
*Node output
U
*Node output, nset=bc
RF
*Element output,elset=eout
S
*Design Response,freq=6
*Node Response
U
*Node Response, nset=bc
RF
*Element Response, elset=eout
S
*End Step