*Heading
 Import of Continuum elements
 Shell general Section
*RESTART, TIMEMARKS=NO, WRITE, NUMBER=2
*Node
**
*Element, Type=SC8R, Elset=E1
*Element, Type=SC8R, Elset=E2
*Shell General Section, Elset=E1, Material=Mat1
0.1
*Shell General Section, ELset=E2, Material=Mat1
0.1
*MATERIAL, NAME=Mat1
*ELASTIC, TYPE=ENGINEERING CONSTANTS
2.0E11, 1.0E11, 1.0E11, 0.3,0.23,0.34, 7.69E10, 7.69E10
9.0E9,
*DENSITY
7850.0,
*BOUNDARY
1, 1, 3
5, 1, 2
4, 1, 1
4, 3, 3
8, 1, 1
11, 1, 3
15, 1, 2
14, 1, 1
*Nset, Nset=Right
*Step
*Dynamic, Explicit
, 0.1
*Boundary, Type=Velocity
Right,1,1,0.5
*Output, Field, Number Interval=2
*Node Output
U
RF
*Element Output
SF
SE
Sth
S
E
*Output,History,Variable=Preselect,Timeint=0.1
*End Step