*HEADING
 Transfer from Standard to Explicit: Test for C3D4 element 
 - Standard analysis
 - loading in shear
*NODE,NSET=ALL
 1,
 2, 2., 0.
 3, 0., 2.
 4, 2., 2.
 5, 0.,0., 1.
 6, 2.,0.,1.
 7, 0.,2.,1.
 8, 2.,2.,1.
*NSET,NSET=SIDE
 3,4
*ELEMENT, TYPE=C3D4, ELSET=SHELL
 10, 1,4,3,7
 20, 1,2,4,6
 30, 1,7,5,6
 40, 8,7,4,6
 50, 1,4,7,6
*SOLID SECTION, ELSET=SHELL, MATERIAL=STEEL
*MATERIAL,NAME=STEEL
*ELASTIC
 200.E9, 0.3
*DENSITY
 1000., 
*BOUNDARY
 1, 1,3
 2, 1,3
 3, 2,3
 4, 2,3
 5, 1,2
 6, 1,2
 7, 2,2
 8, 2,2
*RESTART,WRITE
**
*STEP,NLGEOM,INC=50
*STATIC
 0.1, 1., 0.5
**CONTROLS, PARAMETERS=FIELD, FIELD=DISPLACEMENT
** ,,,1000.,
*BOUNDARY, TYPE=VELOCITY
 3, 1, 1, 0.2
 4, 1, 1, 0.2
 7, 1, 1, 0.2
 8, 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 
 ALLKE, ALLSE,ALLWK,ALLIE,ETOTAL 
*NODE PRINT,FREQ=1
 U,
 COORD,
 RF,
*END STEP