*HEADING
 Transfer from Explicit to Standard : Test for C3D4 element 
 - Springback analysis
 - loading in shear
*IMPORT,STEP=1,INT=2,UPDATE=NO, STATE=YES
 SHELL_ELEMENTS,
*IMPORT NSET
 ALL_NODES,
*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, FREQ=100
**
*STEP,NLGEOM,INC=50
*STATIC
 0.1, 1.
**CONTROLS, PARAMETERS=FIELD, FIELD=DISPLACEMENT
** ,,,1000.,
*PRINT,FREQ=1
*EL PRINT, FREQ=100
 S,
 E,
 PEEQ,
*NODE PRINT, FREQ=100
 U,
 COORD,
 RF,
*OUTPUT,HISTORY,VARIABLE=PRESELECT
*OUTPUT,FIELD
*NODE OUTPUT
 U,COORD
*ELEMENT OUTPUT
S,LE,PE,PEEQ
*END STEP