*HEADING
 Transfer from Standard to Standard : elastic
 - Second Standard analysis
*IMPORT,UPDATE=NO,STATE=YES,STEP=1
EALL,
*RESTART, WRITE
*FILE FORMAT,ZERO INC
*NODE,NSET=ALL1
*NSET,NSET=DISP2
*ELEMENT,TYPE=COH2D4,ELSET=EALL1
*COHESIVE SECTION,ELSET=EALL1,MATERIAL=MAT2,RESPONSE=TRACTION SEPARATION,
STACK DIRECTION=1,THICKNESS=GEOMETRY
*MATERIAL,NAME=MAT2
*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
ALL1,2
1,1
4,1
11,1
14,1
21,1
24,1
DISP, 1
*ELSET,ELSET=QA_EALL
EALL,EALL1
*NSET,NSET=QA_ALL
ALL,ALL1
*STEP,NLGEOM
*STATIC
0.001, 1.0, 1.0E-5, 0.05
*BOUNDARY, TYPE=VELOCITY
DISP1,1,1,0.005
DISP2,1,1,0.01
*OUTPUT, FIELD
*ELEMENT OUTPUT, ELSET=QA_EALL
S, E, SDEG, DMICRT, STATUS
*NODE OUTPUT, NSET=QA_ALL
U, RF
*OUTPUT, HISTORY
*ELEMENT OUTPUT, ELSET=QA_EALL
S, E, SDEG, DMICRT, STATUS
ENER
ELEN
*ENERGY OUTPUT, ELSET=QA_EALL
ALLSE, ALLKE, ALLDMD, ALLIE
*ENERGY OUTPUT
ETOTAL, ALLWK
*END STEP