*HEADING
 Transfer from Standard to Standard: elastic+plastic
 Dynamic->Dynamic transfer
 - 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
*NSET,NSET=DISP
3,4
*ELEMENT,TYPE=COH2D4,ELSET=ONE
1,1,2,3,4
*COHESIVE SECTION,ELSET=ONE,MATERIAL=MAT1,RESPONSE=CONTINUUM,STACK DIRECTION=1
*MATERIAL,NAME=MAT1
*ELASTIC
200.E9,0.3
*PLASTIC
300.E6,0.0
350.E6,0.1
*DENSITY
7800.0
*STEP,NLGEOM
*DYNAMIC
0.01,0.1
*BOUNDARY,TYPE=VELOCITY
1,1,2
2,1,2
DISP,2,2
DISP,1,1,1.0
*OUTPUT,FIELD,VARIABLE=PRESELECT,FREQ=1
*ELEMENT OUTPUT
S, 
EE,
PE,
*NODE OUTPUT
COORD
*END STEP
*STEP,NLGEOM
*DYNAMIC
0.01,0.1
*BOUNDARY,TYPE=VELOCITY
1,1,2
2,1,2
DISP,2,2
DISP,1,1,1.0
*END STEP