*HEADING
 Transfer from  Standard to Explicit : Test for CPS3 element
 - Standard analysis
 - loading in tension
*NODE,NSET=ALL
*NSET,NSET=SIDE
*ELEMENT, TYPE=CPS3, ELSET=SHELL
*SOLID SECTION, ELSET=SHELL, MATERIAL=STEEL
 0.002,
*MATERIAL,NAME=STEEL
*ELASTIC
 200.E9, 0.3
*DENSITY
 1000.,
*BOUNDARY
 1, 1,2
 2, 2,2
 3, 1,1
*RESTART,WRITE
**
**
*ELSET,ELSET=QA_TEST_ALLELEMS
SHELL,
**
*NSET, NSET=QA_TEST_ALLNODES
ALL, SIDE
**
*STEP,NLGEOM,INC=50
*STATIC
 0.1, 1.
*CONTROLS, PARAMETERS=FIELD, FIELD=DISPLACEMENT
 ,,,10.,
*BOUNDARY, TYPE=VELOCITY
 2, 1, 1, 0.2
 4, 1, 1, 0.2
*PRINT,FREQ=1
*EL FILE, DIRECTIONS=YES
 S,E
*NODE FILE
 U,COORD
*EL PRINT,FREQ=1
 S,
 E,
 PEEQ,
*ENERGY PRINT, FREQ=1
 ALLKE,ALLSE,ALLWK,ALLIE,ETOTAL
*NODE PRINT,FREQ=1
 U,
 COORD,
 RF,
*OUTPUT,FIELD,VARIABLE=PRESELECT,FREQUENCY=9999
*OUTPUT,FIELD
*ELEMENT OUTPUT
 S,E
*OUTPUT,HISTORY
*ELEMENT OUTPUT, ELSET=QA_TEST_ALLELEMS
 S,E
*OUTPUT,FIELD
*NODE OUTPUT
 U,COORD
*OUTPUT,HISTORY
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
 U,COORD
*END STEP