*HEADING
 Transfer from Explicit to Standard : Test for C3D10M elements 
 - Springback analysis
 - loading in tension
*IMPORT,STEP=1,INT=2,UPDATE=YES,STATE=YES
 EALL,
*IMPORT NSET
 ALL,
***MATERIAL,NAME=STEEL
**ELASTIC
** 200.E9, 0.3
***DENSITY
** 1000., 
*BOUNDARY
 1, 1,3
 2, 2,3
 3, 3,3
 4, 1,1
 4, 3,3
 5, 1,2
 6, 2,2
 8, 1,1
 9, 2,3
10, 3,3
11, 3,3
12, 1,1
12, 3,3
13, 2,2
16, 1,1
17, 1,2
18, 2,2
20, 1,1
22, 3,3
24, 2,2
27, 1,1
*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