*HEADING
 Transfer from Standard to Standard: elastic+plastic
 Dynamic->Static transfer
 - First Standard analysis
*RESTART,WRITE
*FILE FORMAT, ZERO INC
*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
5,0.5,0.0,0.0
6,1.0,0.5,0.0
7,0.5,1.0,0.0
8,0.0,0.5,0.0
9,0.5,0.5,0.0
*NSET,NSET=DISP
4,7,3
*NSET,NSET=DISP1
8,9,6
*ELEMENT,TYPE=CPE6,ELSET=ONE
1,1,2,4,5,9,8
2,2,3,4,6,7,9
*SOLID SECTION,ELSET=ONE,MATERIAL=MAT1
1.0,
*MATERIAL,NAME=MAT1
*ELASTIC
200.E9,0.3
*PLASTIC
300.E6,0.0
400.E6,0.1
450.E6,0.3
*DENSITY
7800.0
*STEP,NLGEOM,INC=200
*DYNAMIC,HAFTOL=1.0E7
0.0001,0.1
*BOUNDARY
1,1,2
2,1,2
5,1,2
DISP,2,2
DISP1,2,2
*CLOAD
DISP,1,1E7
DISP1,1,5E6
*EL FILE,FREQ=50
S,
EE,
PE,
*NODE FILE,FREQ=50
COORD,
*OUTPUT,FIELD,VARIABLE=PRESELECT,FREQ=50
*ELEMENT OUTPUT
S, 
EE,
PE,
*NODE OUTPUT
COORD
*END STEP
*STEP,NLGEOM
*STATIC
0.1,1.0
*CLOAD,OP=NEW
*BOUNDARY,OP=NEW
1,1,2
2,1,2
5,1,2
DISP,2,2
DISP1,2,2
*ENDSTEP
*STEP,NLGEOM
*STATIC
0.1,1.0
*BOUNDARY
1,1,2
2,1,2
5,1,2
DISP,2,2
DISP1,2,2
*CLOAD
DISP,1,5E7
DISP1,1,2.5E7
*EL FILE
S,
EE,
LE,
PE,
*NODE FILE
COORD,
*END STEP