*HEADING
 johnson-cook criterion with johnson-cook plasticity
*RESTART,WRITE,NUMBER INTERVAL=10
*PREPRINT,MODEL=YES
*NODE,NSET=NALL
********TRUSS ELEMENTS*******************
*ELEMENT,TYPE=T2D2,ELSET=TRUSS
*ELEMENT,TYPE=T3D2,ELSET=TRUSS
*NSET,NSET=TRUSS_BOTTOM
*NSET,NSET=TRUSS_TOP
*NSET,NSET=TRUSS_ALL
TRUSS_BOTTOM,TRUSS_TOP
*******BEAM AND AXIAL SHELL**************
*ELEMENT,TYPE=B31,ELSET=BEAM
*ELEMENT,TYPE=B31,ELSET=BEAM
*ELEMENT,TYPE=SAX1,ELSET=SHELL
*NSET,NSET=BEAM_BOTTOM
*NSET,NSET=BEAM_TOP
*NSET,NSET=BEAM_ALL
BEAM_BOTTOM,BEAM_TOP
******3D SOLID CONTINUUM AND CONTINUUM SHELL************
*ELEMENT,TYPE=C3D8R,ELSET=SOLID3D
*ELEMENT,TYPE=SC8R,ELSET=SHELL
*NSET,NSET=SOLID_BOTTOM
*NSET,NSET=SOLID_TOP
*NSET,NSET=SOLID_LEFT
*NSET,NSET=SOLID_RIGHT
*NSET,NSET=SOLID_FRONT
*NSET,NSET=SOLID_BACK
*NSET,NSET=SOLID_ALL
SOLID_BOTTOM,SOLID_TOP,SOLID_LEFT,SOLID_RIGHT,SOLID_FRONT,SOLID_BACK
******CONVENTIONAL SHELL***********
*ELEMENT,TYPE=S4R,ELSET=SHELL
*ELEMENT,TYPE=S4RS,ELSET=SHELL
*NSET,NSET=SHELL_BOTTOM
*NSET,NSET=SHELL_TOP
*NSET,NSET=SHELL_LEFT
*NSET,NSET=SHELL_RIGHT
*NSET,NSET=SHELL_ALL
SHELL_BOTTOM,SHELL_TOP,SHELL_LEFT,SHELL_RIGHT
*****PLANE STRESS,PLANE STRAIN,AXIAL SYMMETRIC,MEMBRANE****
*ELEMENT,TYPE=CPS4R,ELSET=SOLID2D
*ELEMENT,TYPE=CPE4R,ELSET=SOLID2D
*ELEMENT,TYPE=CAX4R,ELSET=SOLID3D
*ELEMENT,TYPE=M3D4R,ELSET=MEMBRANE
*ELEMENT,TYPE=M3D4,ELSET=MEMBRANE
*NSET,NSET=PLANE_BOTTOM
*NSET,NSET=PLANE_TOP
*NSET,NSET=MEMBRANE_TOP
*NSET,NSET=PLANE_LEFT
*NSET,NSET=PLANE_RIGHT
*NSET,NSET=MEMBRANE_RIGHT
*NSET,NSET=PLANE_ALL
PLANE_BOTTOM,PLANE_TOP,PLANE_LEFT,PLANE_RIGHT,
MEMBRANE_RIGHT,MEMBRANE_TOP
*ELSET,ELSET=SOLID
SOLID2D,SOLID3D
*ELSET,ELSET=EALL
TRUSS,BEAM,SOLID,MEMBRANE,SHELL
*ELSET,ELSET=QA_TEST_ALLELEMENTS
EALL
**************************************
*BOUNDARY
TRUSS_BOTTOM,1,2
TRUSS_ALL,3,3
BEAM_BOTTOM,1,2
BEAM_ALL,3,6
SOLID_BOTTOM,2,2
SOLID_LEFT,1,1
SOLID_ALL,3,3
SHELL_BOTTOM,2,2
SHELL_LEFT,1,1
SHELL_ALL,3,6
PLANE_BOTTOM,2,2
PLANE_LEFT,1,1
PLANE_ALL,3,3
***************************************
*SOLID SECTION,MATERIAL=MAT_MISES,ELSET=TRUSS,CONTROLS=CONT
0.1
*BEAM SECTION,MATERIAL=MAT_MISES,ELSET=BEAM,SECTION=CIRC
0.1
*SHELL SECTION,MATERIAL=MAT_MISES,ELSET=SHELL,CONTROLS=CONT
0.1
*SOLID SECTION,MATERIAL=MAT_MISES,ELSET=SOLID2D,CONTROLS=CONT
1.0
*SOLID SECTION,MATERIAL=MAT_MISES,ELSET=SOLID3D,CONTROLS=CONT
1.0
*MEMBRANE SECTION,MATERIAL=MAT_MISES,ELSET=MEMBRANE,CONTROLS=CONT
0.1
*SECTION CONTROLS,ELEMENT DELETION=YES,MAX DEGRADATION=0.75,NAME=CONT
***************************************
*MATERIAL,NAME=MAT_MISES
*DENSITY
 8.96E3,
*ELASTIC
 124.E9, 0.34
*PLASTIC,HARDENING=JOHNSON COOK
 90.E6, 292.E6, 0.31, 1.09, 1083., 25.
*RATE DEPENDENT,TYPE=JOHNSON COOK
*damage initiation,criterion=johnson cook
0.054, 0.04, 0.02, 0.014, 1.12,1083., 25.,1.0
*DAMAGE EVOLUTION,TYPE=ENERGY,SOFTENING=EXPONENTIAL
1E8
*AMPLITUDE,NAME=AMP1,DEFINITION=DECAY
-1,1,0,-0.05
*STEP
*DYNAMIC,EXPLICIT
,0.05
*BOUNDARY,TYPE=DISPLACEMENT,AMP=AMP1
TRUSS_TOP,2,2,2
TRUSS_TOP,1,1,0
BEAM_TOP,2,2,2
BEAM_TOP,1,1,0
SOLID_TOP,2,2,1
SOLID_RIGHT,1,1,1
SHELL_TOP,2,2,1
SHELL_RIGHT,1,1,1
PLANE_TOP,2,2,1
PLANE_RIGHT,1,1,1
MEMBRANE_TOP,2,2,2
MEMBRANE_RIGHT,1,1,2
**
**
*OUTPUT,FIELD,NUMBER INTERVAL=20,TIME MARKS=YES
*ELEMENT OUTPUT,ELSET=QA_TEST_ALLELEMENTS
STATUS,SDEG,DMICRT
PEEQ,S
*NODE OUTPUT,NSET=NALL
U,
*OUTPUT,HISTORY,TIME INTERVAL=0.0001
*ELEMENT OUTPUT,ELSET=EALL
STATUS,SDEG,DMICRT
PEEQ,LEP,SP,MISES,PRESS
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIME INTERVAL=0.025
*END STEP