*HEADING
 Transfer from Standard to Explicit : hyperfoam
 - Standard analysis
 [base for sx_x_cps4r_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=CPS4R,ELSET=ELALL
1,1,2,3,4
*SOLID SECTION,ELSET=ELALL,MATERIAL=MAT1,CONTROLS=HGC
*SECTION CONTROLS,NAME=HGC,HOURGLASS=STIFFNESS,SECOND ORDER ACCURACY=NO
*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