*HEADING
 Transfer from Explicit to Standard: Test for B31 element
 - Explicit analysis
 - loading in tension
*NODE, NSET=ALL
*NSET, NSET=LEFT
*NSET, NSET=RIGHT
*ELEMENT, TYPE=B32, ELSET=RECT
*ELEMENT, TYPE=B32, ELSET=BOX
*ELEMENT, TYPE=B32, ELSET=CIRC
*ELEMENT, TYPE=B32, ELSET=HEX
*ELEMENT, TYPE=B32, ELSET=I
*ELEMENT, TYPE=B32, ELSET=L
*ELEMENT, TYPE=B32, ELSET=PIPE
*ELEMENT, TYPE=B32, ELSET=TRAP
*ELSET, ELSET=EALL
*BEAM SECTION,SECTION=RECT,ELSET=RECT,MATERIAL=STEEL,ROTARY=ISOTROPIC
0.1,0.2
*BEAM SECTION,SECTION=BOX,ELSET=BOX,MATERIAL=STEEL,ROTARY=ISOTROPIC
1.0,1.0,0.2,0.2,0.1,0.1
*BEAM SECTION,SECTION=CIRC,ELSET=CIRC,MATERIAL=STEEL,ROTARY=ISOTROPIC
1.0,
*BEAM SECTION,SECTION=HEX,ELSET=HEX,MATERIAL=STEEL,ROTARY=ISOTROPIC
1.0,0.1
*BEAM SECTION,SECTION=I,ELSET=I,MATERIAL=STEEL,ROTARY=ISOTROPIC
0.1,1.0,0.5,0.5,0.1,0.1,0.1
*BEAM SECTION,SECTION=L,ELSET=L,MATERIAL=STEEL,ROTARY=ISOTROPIC
0.5,1.0,0.1,0.1
*BEAM SECTION,SECTION=PIPE,ELSET=PIPE,MATERIAL=STEEL,ROTARY=ISOTROPIC
1.0,0.1
*BEAM SECTION,SECTION=TRAPEZOID,ELSET=TRAP,MATERIAL=STEEL,ROTARY=ISOTROPIC
2.0,1.0,1.0,0.25
*MATERIAL,NAME=STEEL
*ELASTIC
 200.E3, 0.3
*PLASTIC
200.0,0.0
220.0,0.001
*DENSITY
 1000.,
*BOUNDARY
 LEFT, 1,6
 RIGHT, 2,6
*RESTART, WRITE
**
**
*ELSET,ELSET=QA_TEST_ALLELEMS
EALL,
**
*NSET, NSET=QA_TEST_ALLNODES
ALL
**
*STEP
*DYNAMIC, EXPLICIT
,0.1
*BOUNDARY, TYPE=VELOCITY
 RIGHT, 1, 1, 0.08
*FILE OUTPUT, NUMBER INTERVAL=5
*NODE FILE
 U,COORD
*OUTPUT,FIELD,VARIABLE=PRESELECT,NUMBER INTERVAL=1
*OUTPUT,FIELD
*ELEMENT OUTPUT
 S,LE
*OUTPUT,HISTORY
*ELEMENT OUTPUT, ELSET=QA_TEST_ALLELEMS
 S,LE
*OUTPUT,FIELD
*NODE OUTPUT
 U,COORD
*OUTPUT,HISTORY
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
 U,COORD
*END STEP