*HEADING
  Verification of hyperelastic material model with cohesive elements
*PREPRINT, MODEL=YES
*NODE,NSET=COH3D8
11, 0., 0., 0.
12, 0., 0., 1.
13, 1., 0., 1.
14, 1., 0., 0.
15, 0., 1., 0.
16, 0., 1., 1.
17, 1., 1., 1.
18, 1., 1., 0.
*SYSTEM
0., 2., 0.
*NODE,NSET=COH3D6
21, 0., 0., 0.
22, 0., 0., 1.
23, 1., 0., 1.
24, 1., 0., 0.
25, 0., 1., 0.
26, 0., 1., 1.
27, 1., 1., 1.
28, 1., 1., 0.
*SYSTEM
0., 4., 0.
*NODE,NSET=COH2D4
31, 0., 0., 0.
32, 1., 0., 0.
33, 1., 1., 0.
34, 0., 1., 0.
*SYSTEM
0., 6., 0.
*NODE,NSET=COHAX4
41, 1., 0., 0.
42, 2., 0., 0.
43, 2., 1., 0.
44, 1., 1., 0.
*ELEMENT,TYPE=COH3D8, ELSET=COH3D8
11, 11, 12, 13, 14, 15, 16, 17, 18
*ELEMENT,TYPE=COH3D6, ELSET=COH3D6
21, 21, 22, 23, 25, 26, 27
22, 24, 21, 23, 28, 25, 27
*ELEMENT,TYPE=COH2D4, ELSET=COH2D4
31, 31, 32, 33, 34
*ELEMENT,TYPE=COHAX4, ELSET=COHAX4
41, 41, 42, 43, 44
*NSET, NSET=NALL
COH3D8, COH3D6, COH2D4, COHAX4
*ELSET, ELSET=EALL
COH3D8, COH3D6, COH2D4, COHAX4
*COHESIVE SECTION, THICKNESS=SPECIFIED, MATERIAL=COH, ELSET=COH3D8, RESPONSE=CONTINUUM
*COHESIVE SECTION, THICKNESS=SPECIFIED, MATERIAL=COH, ELSET=COH3D6, RESPONSE=CONTINUUM
*COHESIVE SECTION, THICKNESS=SPECIFIED, MATERIAL=COH, ELSET=COH2D4, RESPONSE=CONTINUUM
*COHESIVE SECTION, THICKNESS=SPECIFIED, MATERIAL=COH, ELSET=COHAX4, RESPONSE=CONTINUUM
*MATERIAL,NAME=COH
*DENSITY
100.
*HYPERELASTIC,MARLOW, POISSON=0.47
*UNIAXIAL TEST DATA, SMOOTH
  0.0, 0.0
  1.5506E5,  0.1338
  2.4367E5,  0.2675
  3.1013E5,  0.3567
  4.2089E5,  0.6242
  5.3165E5,  0.8917
  5.9810E5,  1.1592
  6.8671E5,  1.4268
  8.8608E5,  2.0510
 10.6329E5,  2.5860
 12.4051E5,  3.0318
 16.1709E5,  3.7898
 19.9367E5,  4.3694
 23.4810E5,  4.8153
 27.4684E5,  5.1720
 31.0127E5,  5.4395
 34.5570E5,  5.7070
 38.3228E5,  5.9299
 42.0886E5,  6.0637
 45.6329E5,  6.1975
 49.3987E5,  6.3312
 53.1646E5,  6.4650
 56.9304E5,  6.5541
 64.2405E5,  6.6433
*NSET, NSET=QA_TEST_NALL
 NALL
*ELSET, ELSET=QA_TEST_EALL
 EALL
*NSET, NSET=TOP_3D8
 15, 17, 18 
*NSET, NSET=LOAD_3D8
 16
*NSET, NSET=TOP_3D6
 25, 27, 28
*NSET, NSET=LOAD_3D6
 26
*NSET, NSET=TOP_2D4
 34
*NSET, NSET=LOAD_2D4
 33
*NSET, NSET=TOP_AX4
 44
*NSET, NSET=LOAD_AX4
 43
*NSET, NSET=BOT_ALL
 11, 12, 13, 14,
 21, 22, 23, 24,
 31, 32,
 41, 42
*EQUATION
 2
 TOP_3D8, 2, 1, LOAD_3D8, 2, -1
 2
 TOP_3D6, 2, 1, LOAD_3D6, 2, -1
 2
 TOP_2D4, 2, 1, LOAD_2D4, 2, -1
 2
 TOP_AX4, 2, 1, LOAD_AX4, 2, -1
*NSET, NSET=TOP_3D
 TOP_3D8, 16, TOP_3D6, 26
*NSET, NSET=TOP_2D
 33, 34, 43, 44
*BOUNDARY
 TOP_3D, 1, 1
 TOP_3D, 3, 3
 TOP_2D, 1, 1
 BOT_ALL, 1, 3
*AMPLITUDE, NAME=RAMP
0. ,0., 1., 1.
*RESTART, WRITE
*STEP, NLGEOM=YES
*STATIC
0.01, 1.0, 1.0E-5, 0.01
*CLOAD, AMPLITUDE=RAMP
 LOAD_3D8, 2, 64.5E5
 LOAD_3D6, 2, 64.5E5
 LOAD_2D4, 2, 64.5E5
 LOAD_AX4, 2, 64.5E5
*OUTPUT, FIELD
*ELEMENT OUTPUT, ELSET=QA_TEST_EALL
S, LE, NE
*OUTPUT, HISTORY
*ELEMENT OUTPUT, ELSET=QA_TEST_EALL
S, LE, NE
*ENERGY OUTPUT, ELSET=QA_TEST_EALL
ALLSE, ALLKE, ALLDMD, ALLIE
*ENERGY OUTPUT
ETOTAL, ALLWK
*END STEP