*HEADING
 Transfer from Standard to Explicit: hyperelastic material
 - Standard analysis
 [base for sx_x_cps6m_hyper]
*RESTART,WRITE
*NODE,NSET=ALL
*NSET,NSET=FIX1
*NSET,NSET=FIX2
*NSET,NSET=DISP
**
*ELEMENT, TYPE=CPS6M, ELSET=ONE
*SOLID SECTION,ELSET=ONE,MATERIAL=TREL1
*MATERIAL,NAME=TREL1
*DENSITY
 1000.,
*HYPERELASTIC,TEST DATA INPUT,OGDEN,N=3
*UNIAXIAL TEST DATA
*BIAXIAL TEST DATA
*PLANAR TEST DATA
*VOLUMETRIC TEST DATA
**
*ELEMENT, TYPE=CPS6M, ELSET=TWO
*SOLID SECTION,ELSET=TWO,MATERIAL=TREL2
*MATERIAL,NAME=TREL2
*DENSITY
 1000.,
*HYPERELASTIC,TEST DATA INPUT,ARRUDA-BOYCE
*UNIAXIAL TEST DATA
*BIAXIAL TEST DATA
*PLANAR TEST DATA
*VOLUMETRIC TEST DATA
**
*ELEMENT, TYPE=CPS6M, ELSET=THREE
*SOLID SECTION,ELSET=THREE,MATERIAL=TREL3
*MATERIAL,NAME=TREL3
*DENSITY
 1000.,
*HYPERELASTIC,TEST DATA INPUT,VAN DER WAALS
*UNIAXIAL TEST DATA
*BIAXIAL TEST DATA
*PLANAR TEST DATA
*VOLUMETRIC TEST DATA
**
**
*ELSET,ELSET=EALL
 ONE,TWO,THREE
**
*STEP,NLGEOM
*STATIC
 0.1, 1.0
*BOUNDARY
 FIX1,1,1
 FIX2,2,2
 DISP,1,1,0.2
*ENERGY PRINT
*EL PRINT
 S,
 NE,
*EL FILE
 S,
 LE,
 NE,
*NODE PRINT
 U,
 RF,
*NODE FILE
 U,
 RF,
*OUTPUT,HISTORY,VARIABLE=PRESELECT
*OUTPUT,FIELD
*NODE OUTPUT
 COORD,
*ELEMENT OUTPUT
S,LE,PE,PEEQ
*END STEP