*HEADING
 Test HYPERELASTIC, Marlow with *PLANAR TEST DATA  
 POISSON RATIO IS USED
*PREPRINT,ECHO=NO,MODEL=YES
**
**Nodal data for the planar test
**For the OGDEN, N=1 material model
**
*NODE
1, 0.000000, 0.000000, 0.000000
2, 1.000000, 0.000000, 0.000000
3, 1.000000, 1.000000, 0.000000
4, 0.000000, 1.000000, 0.000000
5, 0.000000, 0.000000, 1.000000
6, 1.000000, 0.000000, 1.000000
7, 1.000000, 1.000000, 1.000000
8, 0.000000, 1.000000, 1.000000
*NSET, NSET=PLANARLOAD
5,
*NSET, NSET=PLANARLOAD_0
5,
*NSET, NSET=PLANAREQN1_0
6, 7, 8
*ELEMENT, ELSET=OGDEN_N1, TYPE=C3D8H
1,1,2,3,4,5,6,7,8
*EQUATION
2
PLANAREQN1_0, 3, 1, PLANARLOAD_0, 3, -1
**
**Section definitions
**
*SOLID SECTION, ELSET=OGDEN_N1, MATERIAL=OGDEN_N1
**
**Material definition for the OGDEN, N=1 material model
**
*MATERIAL, NAME=OGDEN_N1
*HYPERELASTIC, MARLOW, POISSON=0.47
*PLANAR TEST DATA,smooth
0.0, 0.0
60000.0,0.069
160000.0,0.1034
240000.0,0.1724
336000.0,0.2828
420000.0,0.4276
600000.0,0.8483
780000.0,1.3862
960000.0,2.0
1112000.0,2.4897
1296000.0,3.0345
1488000.0,3.4483
1658000.0,3.7793
1820000.0,4.0621
**
**
*STEP, NLGEOM, INC=1000
*STATIC
0.1,1.,,.01
**
**Boundary definition for PLANAR test
**
*BOUNDARY
PLANARLOAD,3,3,4.
1,1,3
2,1,3
3,1
3,3
4,1
4,3
5,1
6,1
7,1
8,1
*OUTPUT, HISTORY
*NODE OUTPUT, NSET=PLANARLOAD
U3,
RF3,
*OUTPUT, FIELD,var=preselect
*END STEP
**