*HEADING
CAST IRON PLASTICITY, SHEAR, C3D8
*NODE,NSET=ALL
1,
2,1.
3,1.,1.,
4,0.,1.,
5,0.,0.,1.
6,1.,0.,1.
7,1.,1.,1.
8,0.,1.,1.
*NSET,NSET=FACE1
1,2,3,4
*NSET,NSET=FACE2
5,6,7,8
*NSET,NSET=FACE3
1,2,5,6
*NSET,NSET=FACE4
2, 
*NSET,NSET=FACE42
3,6,7
*NSET,NSET=FACE5
3,4,7,8
*NSET,NSET=FACE6
4,1,8,5
*EQUATION
2, 
FACE42,1,1, 2,1,-1
*EQUATION
3, 
3,2,1.,2,2,-1.,4,2,-1.
*EQUATION
3, 
7,2,1.,6,2,-1.,8,2,-1.
*ELEMENT,TYPE=C3D8,ELSET=ONE
1,1,2,3,4,5,6,7,8
*SOLID SECTION,ELSET=ONE,MATERIAL=TREL
*MATERIAL,NAME=TREL
*DENSITY
1.0
*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
*STEP,INC=400
Step 1: Shear
*STATIC
.05,1.,,.05
*BOUNDARY,OP=NEW
FACE6,1,1
1,2,2,
5,2,2,
FACE2,3,3
2,2,2,0.0075
6,2,2,0.0075
*EL PRINT
S, 
SINV, 
E, 
PE, 
PEEQT, 
*NODE PRINT
U,RF
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT
S,E,PE
PEEQT,
*RESTART,WRITE
*END STEP