*HEADING
 Transfer from Standard to Standard: elastic+plastic
 - First Standard analysis
*RESTART,WRITE
*NODE,NSET=ALL
1,0.0,0.0,0.0
2,1.0,0.0,0.0
3,1.0,1.0,0.0
4,0.0,1.0,0.0
11,0.0,2.0,0.0
12,1.0,2.0,0.0
13,1.0,3.0,0.0
14,0.0,3.0,0.0
*NSET,NSET=DISP
2,3
*NSET,NSET=DISP1
12,13
*ELEMENT,TYPE=COH2D4,ELSET=EALL
1,1,2,3,4
11,11,12,13,14
*COHESIVE SECTION,ELSET=EALL,MATERIAL=MAT1,RESPONSE=TRACTION SEPARATION,
STACK DIRECTION=1,THICKNESS=GEOMETRY
*MATERIAL,NAME=MAT1
*ELASTIC,TYPE=TRACTION
4.0E6,2.0E6,2.0E6
*DAMAGE INITIATION, CRITERION=QUADS
8000., 2000., 2000.
*DAMAGE EVOLUTION, TYPE=DISPLACEMENT, MODE MIX RATIO=TRACTION, MIXED MODE BEHAVIOR=TABULAR, SOFTENING=EXPONENTIAL
0.006, 2.0, 0.0
0.007, 2.0, 1.0
*BOUNDARY
ALL,2
1,1
4,1
11,1
14,1
*STEP,NLGEOM, INC=1000
*STATIC
0.001, 1.0, 1.0E-5, 0.05
*BOUNDARY
DISP ,1,1,0.01
DISP1,1,1,0.005
*OUTPUT, FIELD
*ELEMENT OUTPUT, ELSET=EALL
S, E, SDEG, DMICRT, STATUS
*NODE OUTPUT, NSET=ALL
U, RF
*OUTPUT, HISTORY
*ELEMENT OUTPUT, ELSET=EALL
S, E, SDEG, DMICRT, STATUS
ENER
ELEN
MMIXDMI,MMIXDME
*ENERGY OUTPUT, ELSET=EALL
ALLSE, ALLKE, ALLDMD, ALLIE
*ENERGY OUTPUT
ETOTAL, ALLWK
*END STEP
*STEP,NLGEOM, INC=1000
*STATIC
0.001, 1.0, 1.0E-5, 0.05
*BOUNDARY
DISP1,1,1,0.01
*END STEP