*HEADING
 Test HYPERELASTIC, Marlow with *PLANAR TEST DATA  
 LATERAL STRAINS ARE 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
*PLANAR TEST DATA
  0.000000000000000E+000,  0.000000000000000E+000,  0.000000000000000E+000
   98271.0000000000     ,  6.900000000000001E-002, -5.858291381591152E-002
   140961.000000000     ,  0.103400000000000     , -8.517752011530666E-002
   216442.000000000     ,  0.172400000000000     , -0.134030016211934     
   308036.000000000     ,  0.282800000000000     , -0.201744533594485     
   408496.000000000     ,  0.427600000000000     , -0.275367358764120     
   630790.000000000     ,  0.848300000000000     , -0.426366590181027     
   824893.000000000     ,   1.38620000000000     , -0.544733977928545     
   993310.000000000     ,   2.00000000000000     , -0.629900187751744     
   1126030.00000000     ,   2.48970000000000     , -0.677220450818609     
   1305780.00000000     ,   3.03450000000000     , -0.716923029432571     
   1480100.00000000     ,   3.44830000000000     , -0.740857467020153     
   1651550.00000000     ,   3.77930000000000     , -0.757150580977843     
   1825640.00000000     ,   4.06210000000000     , -0.769458881442969     
**
**
*STEP, NLGEOM, INC=1000
*STATIC
0.1,1.,,.05
**
**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
**