*HEADING
 Transfer from Explicit to Standard : Test for T3D2 element 
 - Explicit analysis
 - loading in tension
 - Plastic material with combined hardening
*NODE,NSET=ALL
 1,
 2, 2., 0.
*NSET, NSET=SIDE
2, 
*ELEMENT, TYPE=T3D2, ELSET=TRUSS
 10, 1,2
*SOLID SECTION, ELSET=TRUSS, MATERIAL=STEEL
 0.004, 
*MATERIAL,NAME=STEEL
*ELASTIC
 200.E3, 0.3
*PLASTIC, HARDENING=COMBINED, DATA TYPE=PARAMETERS
 200., 2.222E4, 34.65
*CYCLIC HARDENING, PARAMETERS
 200., 2000., 0.25
*DENSITY
 1000., 
*BOUNDARY
ALL,3,3
 1, 1,2
 2, 2,2
*RESTART,TIMEMARKS=NO,NUM=2,WRITE
**
**
*ELSET,ELSET=QA_TEST_ALLELEMS
TRUSS,
**
*NSET, NSET=QA_TEST_ALLNODES
ALL, SIDE
**
*STEP,NLGEOM=YES
*DYNAMIC,EXPLICIT
 , 0.1
*BOUNDARY, TYPE=VELOCITY
 2, 1, 1, 0.08
*FILE OUTPUT,TIMEMARKS=YES, NUM=1
*EL FILE
 S,LE
 PEEQ,PE 
 ALPHA
*NODE FILE
 U,
 COORD,
*OUTPUT, FIELD, TIMEMARKS=YES, NUMBER INTERVAL=1
*ELEMENT OUTPUT, ELSET=QA_TEST_ALLELEMS
 S,LE
 PEEQ,PE 
 ALPHA
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
 U,
 COORD,
*OUTPUT,FIELD,VARIABLE=PRESELECT
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.1
***OUTPUT,HISTORY,VARIABLE=PRESELECT
*END STEP