*HEADING
 Transfer from Explicit to Standard : Test for C3D10M elements 
 - Springback analysis
 - loading in shear
*IMPORT,STEP=1,INT=2,UPDATE=NO,STATE=NO
 EALL,
*IMPORT NSET
 ALL,
***MATERIAL,NAME=STEEL
**ELASTIC
** 200.E9, 0.3
***DENSITY
** 1000., 
*BOUNDARY
 1, 1,3
 2, 1,3
 5, 1,2
 6, 1,2
 9, 1,3
13, 1,2
17, 1,2
18, 1,2
24, 1,2
 3, 2,3
 4, 2,3
 7, 2,2
 8, 2,2
11, 2,3
15, 2,2
19, 2,2
20, 2,2
26, 2,2
*RESTART, WRITE, FREQ=100
**
*STEP,NLGEOM,INC=50
*STATIC
 0.1, 1.
*CONTROLS, PARAMETERS=FIELD, FIELD=DISPLACEMENT
 ,,,10.,
*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