*HEADING
 DATA DECK TO VERIFY JOHNSON COOK PLASTICITY MODEL
 ELEMENTS TESTED: C3D8R, CPE4R, CPS4R
 LOADING: SIMPLE SHEAR
*NODE,NSET=A1
  11,  6.0, 0.0, 1.0
  12,  7.0, 0.0, 1.0
  13,  7.0, 0.0, 0.0
  14,  6.0, 0.0, 0.0
  15,  6.0, 1.0, 1.0
  16,  7.0, 1.0, 1.0
  17,  7.0, 1.0, 0.0
  18,  6.0, 1.0, 0.0
 101,  8.0, 0.0
 102,  9.0, 0.0
 103,  9.0, 1.0
 104,  8.0, 1.0
 201, 10.0, 0.0
 202, 11.0, 0.0
 203, 11.0, 1.0
 204, 10.0, 1.0
*NODE,NSET=A2
 1011,  6.0, 2.0, 1.0
 1012,  7.0, 2.0, 1.0
 1013,  7.0, 2.0, 0.0
 1014,  6.0, 2.0, 0.0
 1015,  6.0, 3.0, 1.0
 1016,  7.0, 3.0, 1.0
 1017,  7.0, 3.0, 0.0
 1018,  6.0, 3.0, 0.0
 1101,  8.0, 2.0
 1102,  9.0, 2.0
 1103,  9.0, 3.0
 1104,  8.0, 3.0
 1201, 10.0, 2.0
 1202, 11.0, 2.0
 1203, 11.0, 3.0
 1204, 10.0, 3.0
**
**  3D SOLID ELEMENT
*ELEMENT, TYPE=C3D8R, ELSET=S3D1
 11, 11, 12, 13, 14, 15, 16, 17, 18
*ELEMENT, TYPE=C3D8R, ELSET=S3D2
 1011,1011,1012,1013,1014,1015,1016,1017,1018
**
**  PLANE STRAIN ELEMENT
*ELEMENT, TYPE=CPE4R, ELSET=PE2D1
 101, 101, 102, 103, 104
*ELEMENT, TYPE=CPE4R, ELSET=PE2D2
 1101, 1101, 1102, 1103, 1104
**
**  PLANE STRESS ELEMENT
*ELEMENT, TYPE=CPS4R, ELSET=PS2D1
 201, 201, 202, 203, 204
*ELEMENT, TYPE=CPS4R, ELSET=PS2D2
 1201, 1201, 1202, 1203, 1204
**
*SOLID SECTION,ELSET=S3D1,MATERIAL=A1
*SOLID SECTION,ELSET=PE2D1,MATERIAL=A1
*SOLID SECTION,ELSET=PS2D1,MATERIAL=A1
**
*SOLID SECTION,ELSET=S3D2,MATERIAL=A2
*SOLID SECTION,ELSET=PE2D2,MATERIAL=A2
*SOLID SECTION,ELSET=PS2D2,MATERIAL=A2
**
** Mises Material Properties (OFHC copper)
*MATERIAL,NAME=A1
*ELASTIC
 124.E9, 0.34
** Young's modulus unit: Pa
*PLASTIC
  90.0000E6,   0.0000
 142.7256E6,   0.0040
 155.3643E6,   0.0080
 164.1189E6,   0.0120
 171.0327E6,   0.0160
 176.8365E6,   0.0200
 187.4375E6,   0.0290
 195.9536E6,   0.0380
 203.1705E6,   0.0470
 209.4871E6,   0.0560
 215.1371E6,   0.0650
 220.2701E6,   0.0740
 224.9886E6,   0.0830
 229.3661E6,   0.0920
 233.4572E6,   0.1010
 237.3040E6,   0.1100
 240.9393E6,   0.1190
 244.3896E6,   0.1280
 247.6762E6,   0.1370
 250.8171E6,   0.1460
 253.8271E6,   0.1550
 256.7187E6,   0.1640
 259.5029E6,   0.1730
 262.1888E6,   0.1820
 264.7846E6,   0.1910
 267.2973E6,   0.2000
** Yield stress unit: Pa
*DENSITY
 8.96E3,
** unit: kg/m^3
**
** JOHNSON-COOK PLASTICITY (OFHC copper)
*MATERIAL,NAME=A2
*ELASTIC
 124.E9, 0.34
** Young's modulus unit: Pa
*PLASTIC,HARDENING=JOHNSON COOK
 90.E6, 292.E6, 0.31, 1.09, 1083., 25.
** A & B unit: Pa
*DENSITY
 8.96E3,
** unit: kg/m^3
**
*NSET, NSET=BOTTOM
 11,12,13,14,101,102,201,202
 1011,1012,1013,1014,
 1101,1102,1201,1202
*NSET, NSET=TOP
 15,16,17,18,
 103,104,203,204
 1015,1016,1017,1018,
 1103,1104,1203,1204
*ELSET,ELSET=EALL
 11,1011,101,1101,201,1201
*ELSET,ELSET=QA_TEST
EALL,
**
*BOUNDARY
 BOTTOM, 1, 3
 TOP,    2, 3
*AMPLITUDE,NAME=LOAD,DEFINITION=SMOOTH STEP
 0., 0., 1., 1.
**
*INITIAL CONDITIONS, TYPE=HARDENING
 EALL, 0.02
**
*STEP
*DYNAMIC,EXPLICIT,ELEMENT BY ELEMENT
 ,1.
**
** Simple shear loading
*BOUNDARY,AMPLITUDE=LOAD
 TOP, 1, 1, 0.1
**
*FILE OUTPUT,NUMBER=2,TIME MARKS=YES
*EL FILE
 PEEQ, 
 MISES, 
 PRESS,
********************************************
*OUTPUT,FIELD,NUMBER INTERVAL=2,TIMEMARKS=YES
*ELEMENT OUTPUT,ELSET=QA_TEST
PEEQ,
*OUTPUT,HISTORY,TIME INTERVAL=0.5
*ENERGY OUTPUT, VAR=PRESELECT
**********************
**
*END STEP