*HEADING
CAST IRON PLASTICITY, UNIAXIAL TENSION TEST, T3D2
WITH MULTIPLE LOAD CASES 
*NODE,NSET=ALLN
1,0.,0.
2,1.,0.
*ELEMENT,TYPE=T3D2,ELSET=ALLE
1,1,2
*SOLID SECTION,ELSET=ALLE,MATERIAL=ALLE
0.1, 
*MATERIAL,NAME=ALLE
*ELASTIC
14.773E6,0.2273
*CAST IRON PLASTICITY
0.039, 
*CAST IRON TENSION HARDENING
   8.125E+03,      0.000E+00
   10.00E+03,      7.309E-05
   13.13E+03,      1.116E-04
   15.00E+03,      1.716E-04
   17.50E+03,      3.154E-04
   19.38E+03,      4.385E-04
   21.25E+03,      5.616E-04
   22.50E+03,      7.269E-04
   24.10E+03,      8.686E-04
   25.63E+03,      1.015E-03
   26.56E+03,      1.202E-03
   27.80E+03,      1.368E-03
   28.75E+03,      1.554E-03
   30.00E+03,      1.719E-03
   30.63E+03,      1.927E-03
   31.25E+03,      2.135E-03
   32.20E+03,      2.320E-03
   32.50E+03,      2.550E-03
*CAST IRON COMPRESSION HARDENING
   30.00E+03,        0.000E+00
   38.75E+03,        3.770E-04
   45.00E+03,        9.539E-04
   50.00E+03,        1.615E-03
   53.12E+03,        2.404E-03
   55.63E+03,        3.234E-03
   58.13E+03,        4.065E-03
   60.00E+03,        4.939E-03
   62.50E+03,        5.769E-03
   65.60E+03,        6.559E-03
   66.30E+03,        7.512E-03
   67.50E+03,        8.431E-03
   70.00E+03,        9.262E-03
   71.30E+03,       10.174E-03
   72.50E+03,       11.092E-03
   73.80E+03,       12.004E-03
   75.00E+03,       12.923E-03
   76.90E+03,       13.795E-03
*BOUNDARY
1,1,3,
*STEP,INC=20
*STATIC,DIRECT
1.,20.
*BOUNDARY
2,1,1,.0025
*EL PRINT
S, 
SINV, 
E, 
PE, 
PEEQT, 
EE, 
EVOL, 
*NODE PRINT
U, 
RF, 
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT
PE,S,E,PEEQT
*END STEP

*STEP,PERTURBATION
*STATIC
1.,20.
*LOAD CASE,name=uniaxial-tension
*BOUNDARY
2,1,1,.0025
*END LOAD CASE
*LOAD CASE,name=uniaxial-compression
*BOUNDARY
2,1,1,-.0025
*END LOAD CASE
*EL PRINT
S, 
SINV, 
E, 
PE, 
PEEQT, 
EE, 
EVOL, 
*NODE PRINT
U, 
RF, 
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT
PE,S,E,PEEQT
*END STEP