*HEADING
 ORNL PLASTICITY TEST WITH BIAXIAL LOAD          
*NODE
  1,  0.0, 0.0
  5,  1.0, 0.0
 21,  0.0, 1.0
 25,  1.0, 1.0
*NGEN, NSET=NX
 1, 5, 2
*NGEN, NSET=NY
 1, 21, 10
*NGEN
 21, 25, 2
  5, 25, 10
*NSET, NSET=FIXR
 15, 25, 23
*ELEMENT, TYPE=CPS8, ELSET=ONE
 1,  1, 5, 25, 21, 3, 15, 23, 11
*SOLID SECTION, MATERIAL=A1,ELSET=ONE
 0.001, 3
*MATERIAL, NAME=A1
*ELASTIC
 30.E6, 0.3
*PLASTIC
 3.0E4,
 1.54E6, 0.95
*ORNL, MATERIAL=SS
*CYCLED PLASTIC
 3.4E4, 
 1.544E6, 0.95
*BOUNDARY
 NX, 2
 NY, 1
*EQUATION
 2, 
  5, 1, 1.0, 15, 1, -1.0
 2, 
 25, 1, 1.0, 15, 1, -1.0
 2, 
 21, 2, 1.0, 23, 2, -1.0
 2, 
 25, 2, 1.0, 23, 2, -1.0
*AMPLITUDE, NAME=P2, INPUT=ORNL2.AMP, VALUE=ABSOLUTE, TIME=TOTAL TIME
*AMPLITUDE, NAME=P3, INPUT=ORNL3.AMP, VALUE=ABSOLUTE, TIME=TOTAL TIME
*RESTART, WRITE, FREQUENCY=5
*STEP, INC=24, EXTRAPOLATION=NO
  BIAXIAL LOAD
*STATIC, DIRECT
 0.01, 0.24
*CLOAD, AMPLITUDE=P2
 15, 1, 1.0
*CLOAD, AMPLITUDE=P3
 23, 2, 1.0
*NODE PRINT, SUMMARY=NO
*EL FILE, ELSET=ONE, POSITION=CENTROID
S, E
*EL PRINT, SUMMARY=NO, POSITION=CENTROID
S, E
SINV,
PE,
*PRINT, RESIDUAL=NO
*END STEP