*HEADING
: Uniaxial tension [C3D8]
*RESTART,WRITE,OVERLAY
*NODE
*NSET,NSET=LOADED
*ELEMENT,TYPE=C3D8,ELSET=EALL
*ELSET,ELSET=LOAD
*ELSET,ELSET=EF
*SOLID SECTION,ELSET=EALL,MATERIAL=MAT1
*MATERIAL,NAME=MAT1
*ELASTIC
30.E6,0.3
**
*STEP
*STATIC
1.,1.
*BOUNDARY
1,1,,
6,1,,
11,1,,
16,1,,
21,1,,
26,1,,
31,1,,
36,1,,
*DLOAD
LOAD,P4,-2.E6
*EL PRINT,ELSET=EF,POS=AVERAGED AT NODES,FREQ=999
 S,
 E,
*NODE PRINT,NSET=LOADED
 U,COORD
*OUTPUT,HISTORY
*ENERGY OUTPUT,VARIABLE=ALL
*OUTPUT,FIELD,Frequency=999
*ELEMENT OUTPUT,ELSET=EF,POS=NODES
 S,E,
*OUTPUT,FIELD
*NODE OUTPUT
 U,
*FILE FORMAT,ZERO
*NODE FILE
U,
*END STEP
*STEP
*STATIC
0.1,1.
*DLOAD,OP=MOD
LOAD,P4,-1.E6
*END STEP