*HEADING
 Transfer from Standard to Explicit : hyperfoam
 - Standard analysis
 [base for sx_x_cpe3_hfoam]
*RESTART,WRITE
*NODE,NSET=ALL
1,
2,  1.
3,  1.,1.
4,  0.,1.
*NSET,NSET=FIX1
1,4
*NSET,NSET=FIX2
1,2
*NSET,NSET=DISP
2,3
*ELEMENT,TYPE=CPE3,ELSET=ELALL
1,1,2,3
2,1,3,4
*SOLID SECTION,ELSET=ELALL,MATERIAL=MAT1
1.0,
*MATERIAL,NAME=MAT1
*HYPERFOAM,N=2,TEST DATA INPUT,POISSON=0.0
** Stress: MPa = N/mm^2
*UNIAXIAL TEST DATA
 -.0217,   -.05
 -.0317,   -.10
 -.0367,   -.15
 -.0402,   -.20                              
 -.0433,   -.25
 -.0467,   -.30
 -.0504,   -.35
 -.0542,   -.40
 -.0604,   -.45
 -.0668,   -.50
 -.0759,   -.55
 -.0909,   -.60
 -.1083,   -.65
 -.1410,   -.70
 -.1933,   -.75
 -.2896,   -.80
*SIMPLE SHEAR TEST DATA      
  .0140, .08, .0046
  .0334, .16, .0166
  .0533, .24, .0366
  .0853, .32, .0573
  .1280, .40, .0817
  .1653, .48, .1098
  .2080, .56, .1394
  .2560, .64, .1666
  .2987, .72, .1904
*DENSITY
** 10 kg/m^3 = 10 N-sec^2/m^4 = 1.E-11 N-sec^2/mm^4
1.E-11, 
**
** step #1
**
**
*ELSET,ELSET=QA_TEST_ALLELEMS
ELALL,
**
*NSET, NSET=QA_TEST_ALLNODES
ALL, FIX1, FIX2, DISP
**
*STEP,NLGEOM
*STATIC
.1,1.
*BOUNDARY
FIX1,1,1
FIX2,2,2
DISP, 1,1,-0.2
*ENERGY PRINT
*EL PRINT
S,
E,
*EL FILE
S,
E,
*NODE PRINT
U,
RF,
*NODE FILE
U,
RF,
*OUTPUT,FIELD,VARIABLE=PRESELECT,FREQUENCY=9999
*OUTPUT,FIELD
*ELEMENT OUTPUT
S,
E,
*OUTPUT,HISTORY
*ELEMENT OUTPUT, ELSET=QA_TEST_ALLELEMS
S,
E,
*OUTPUT,FIELD
*NODE OUTPUT
U,
RF,
*OUTPUT,HISTORY
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
U,
RF,
*END STEP