*HEADING
 Test HYPERELASTIC, MARLOW WITH DEPENDENCE FOR TEST DATA 
*PREPRINT, MODEL=YES
*RESTART, WRITE
*NODE,NSET=ALL
 11,
 12,1.
 13,1.,1.,
 14,0.,1.,
 15,0.,0.,1.
 16,1.,0.,1.
 17,1.,1.,1.
 18,0.,1.,1.
*NSET,NSET=FACE11
 11,12,13,14
*NSET,NSET=FACE12
 15,16,17,18
*NSET,NSET=FACE13
 11,12,15,16
*NSET,NSET=FACE14
 13,16,17
*NSET,NSET=FACE15
 13,14,17,18
*NSET,NSET=FACE16
 14,11,18,15
*NSET, NSET=NDISP1
 12
*ELEMENT,TYPE=C3D8H,ELSET=C3D
 1,11,12,13,14,15,16,17,18
**
**
*ELSET, ELSET=EALL
 C3D,
*SOLID SECTION,ELSET=C3D,MATERIAL=poly
 1.0,
**
*MATERIAL,NAME=POLY
*DENSITY
 100., 
*HYPERELASTIC,marlow
*UNIAXIAL TEST DATA, DEPENDENCIES=1,smooth
  0.0, 0.0, 0.0, 0.0, 0.0
  1.5506E5,  0.1338, 0.0, 0.0, 0.0
  2.4367E5,  0.2675, 0.0, 0.0, 0.0
  3.1013E5,  0.3567, 0.0, 0.0, 0.0
  4.2089E5,  0.6242, 0.0, 0.0, 0.0
  5.3165E5,  0.8917, 0.0, 0.0, 0.0
  5.9810E5,  1.1592, 0.0, 0.0, 0.0
  6.8671E5,  1.4268, 0.0, 0.0, 0.0
  8.8608E5,  2.0510, 0.0, 0.0, 0.0
 10.6329E5,  2.5860, 0.0, 0.0, 0.0
 12.4051E5,  3.0318, 0.0, 0.0, 0.0
 16.1709E5,  3.7898, 0.0, 0.0, 0.0
 19.9367E5,  4.3694, 0.0, 0.0, 0.0
 23.4810E5,  4.8153, 0.0, 0.0, 0.0
 27.4684E5,  5.1720, 0.0, 0.0, 0.0
 31.0127E5,  5.4395, 0.0, 0.0, 0.0
 34.5570E5,  5.7070, 0.0, 0.0, 0.0
 38.3228E5,  5.9299, 0.0, 0.0, 0.0
 42.0886E5,  6.0637, 0.0, 0.0, 0.0
 45.6329E5,  6.1975, 0.0, 0.0, 0.0
 49.3987E5,  6.3312, 0.0, 0.0, 0.0
 53.1646E5,  6.4650, 0.0, 0.0, 0.0
 56.9304E5,  6.5541, 0.0, 0.0, 0.0
 64.2405E5,  6.6433, 0.0, 0.0, 0.0
  0.0, 0.0, 0.0, 100.0, 0.0
  1.5506E5,  0.1338, 0.0, 100.0, 0.0
  2.4367E5,  0.2675, 0.0, 100.0, 0.0
  3.1013E5,  0.3567, 0.0, 100.0, 0.0
  4.2089E5,  0.6242, 0.0, 100.0, 0.0
  5.3165E5,  0.8917, 0.0, 100.0, 0.0
  5.9810E5,  1.1592, 0.0, 100.0, 0.0
  6.8671E5,  1.4268, 0.0, 100.0, 0.0
  8.8608E5,  2.0510, 0.0, 100.0, 0.0
 10.6329E5,  2.5860, 0.0, 100.0, 0.0
 12.4051E5,  3.0318, 0.0, 100.0, 0.0
 16.1709E5,  3.7898, 0.0, 100.0, 0.0
 19.9367E5,  4.3694, 0.0, 100.0, 0.0
 23.4810E5,  4.8153, 0.0, 100.0, 0.0
 27.4684E5,  5.1720, 0.0, 100.0, 0.0
 31.0127E5,  5.4395, 0.0, 100.0, 0.0
 34.5570E5,  5.7070, 0.0, 100.0, 0.0
 38.3228E5,  5.9299, 0.0, 100.0, 0.0
 42.0886E5,  6.0637, 0.0, 100.0, 0.0
 45.6329E5,  6.1975, 0.0, 100.0, 0.0
 49.3987E5,  6.3312, 0.0, 100.0, 0.0
 53.1646E5,  6.4650, 0.0, 100.0, 0.0
 56.9304E5,  6.5541, 0.0, 100.0, 0.0
 64.2405E5,  6.6433, 0.0, 100.0, 0.0
  0.0, 0.0, 0.0, 0.0, 150.0
  1.5506E5,  0.1338, 0.0, 0.0, 150.0
  2.4367E5,  0.2675, 0.0, 0.0, 150.0
  3.1013E5,  0.3567, 0.0, 0.0, 150.0
  4.2089E5,  0.6242, 0.0, 0.0, 150.0
  5.3165E5,  0.8917, 0.0, 0.0, 150.0
  5.9810E5,  1.1592, 0.0, 0.0, 150.0
  6.8671E5,  1.4268, 0.0, 0.0, 150.0
  8.8608E5,  2.0510, 0.0, 0.0, 150.0
 10.6329E5,  2.5860, 0.0, 0.0, 150.0
 12.4051E5,  3.0318, 0.0, 0.0, 150.0
 16.1709E5,  3.7898, 0.0, 0.0, 150.0
 19.9367E5,  4.3694, 0.0, 0.0, 150.0
 23.4810E5,  4.8153, 0.0, 0.0, 150.0
 27.4684E5,  5.1720, 0.0, 0.0, 150.0
 31.0127E5,  5.4395, 0.0, 0.0, 150.0
 34.5570E5,  5.7070, 0.0, 0.0, 150.0
 38.3228E5,  5.9299, 0.0, 0.0, 150.0
 42.0886E5,  6.0637, 0.0, 0.0, 150.0
 45.6329E5,  6.1975, 0.0, 0.0, 150.0
 49.3987E5,  6.3312, 0.0, 0.0, 150.0
 53.1646E5,  6.4650, 0.0, 0.0, 150.0
 56.9304E5,  6.5541, 0.0, 0.0, 150.0
 64.2405E5,  6.6433, 0.0, 0.0, 150.0
  0.0, 0.0, 0.0, 100.0, 150.0
  1.5506E5,  0.1338, 0.0, 100.0, 150.0
  2.4367E5,  0.2675, 0.0, 100.0, 150.0
  3.1013E5,  0.3567, 0.0, 100.0, 150.0
  4.2089E5,  0.6242, 0.0, 100.0, 150.0
  5.3165E5,  0.8917, 0.0, 100.0, 150.0
  5.9810E5,  1.1592, 0.0, 100.0, 150.0
  6.8671E5,  1.4268, 0.0, 100.0, 150.0
  8.8608E5,  2.0510, 0.0, 100.0, 150.0
 10.6329E5,  2.5860, 0.0, 100.0, 150.0
 12.4051E5,  3.0318, 0.0, 100.0, 150.0
 16.1709E5,  3.7898, 0.0, 100.0, 150.0
 19.9367E5,  4.3694, 0.0, 100.0, 150.0
 23.4810E5,  4.8153, 0.0, 100.0, 150.0
 27.4684E5,  5.1720, 0.0, 100.0, 150.0
 31.0127E5,  5.4395, 0.0, 100.0, 150.0
 34.5570E5,  5.7070, 0.0, 100.0, 150.0
 38.3228E5,  5.9299, 0.0, 100.0, 150.0
 42.0886E5,  6.0637, 0.0, 100.0, 150.0
 45.6329E5,  6.1975, 0.0, 100.0, 150.0
 49.3987E5,  6.3312, 0.0, 100.0, 150.0
 53.1646E5,  6.4650, 0.0, 100.0, 150.0
 56.9304E5,  6.5541, 0.0, 100.0, 150.0
 64.2405E5,  6.6433, 0.0, 100.0, 150.0
*EQUATION
 2,
 FACE14,1,1,NDISP1,1,-1
*NSET, NSET=NDISP
 NDISP1,
*BOUNDARY
 FACE11,3
 FACE13,2
 FACE16,1
**
*STEP, NLGEOM=YES
 UNIAXIAL LOADING
*STATIC
 0.01, 1.0, , 0.05
*CLOAD
 NDISP,1,65.0E5
*OUTPUT,FIELD, VARIABLE=PRESELECT
*OUTPUT, HISTORY
*NODE OUTPUT,Nset=ndisp1
CF1,U1
*ELEMENT OUTPUT,ELSet=eall
NE11,
*ENERGY OUTPUT,VAR=preselect
*END STEP
*STEP
 UNLOADING
*STATIC
 0.01, 1.0, , 0.05
*CLOAD
 NDISP,1, 0.
*END STEP