*Heading
 Import of Continuum elements
*RESTART, TIMEMARKS=NO, WRITE, NUMBER=2
*Node
 1, 0.0, 0.0, 0.0
 2, 1.0, 0.0, 0.0
 3, 1.0, 1.0, 0.0
 4, 0.0, 1.0, 0.0
 5, 0.0, 0.0, 0.1
 6, 1.0, 0.0, 0.1 
 7, 1.0, 1.0, 0.1 
 8, 0.0, 1.0, 0.1
**
11, 0.0, 3.0, 0.0
12, 1.0, 3.0, 0.0
13, 1.0, 4.0, 0.0
14, 0.0, 4.0, 0.0
15, 0.0, 3.0, 0.1
16, 1.0, 3.0, 0.1 
17, 1.0, 4.0, 0.1 
18, 0.0, 4.0, 0.1
*Element, Type=SC8R, Elset=E1
 1, 1, 2, 3, 4, 5, 6, 7, 8
*Element, Type=SC8R, Elset=E2
 2,11,12,13,14,15,16,17,18
*Shell Section,Elset=E1, Composite, Orientation=secor 
0.1, 5, Mat1, Or1
*Shell Section,ELset=E2, Composite, Orientation=secor
0.1, 5, Mat1, Or1
*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, 
*ORIENTATION,NAME=secor
1.0,1.0,0,-1.0,1.0,0
3,0.0
*ORIENTATION, NAME=Or1
1.0,1.0,0,-1.0,1.0,0
3,15.0
*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
14, 3, 3
18, 1, 1
*Nset, Nset=Right
2,3,6,7,12,13,16,17
*Step
*Dynamic, Explicit
, 0.1
*Boundary, Type=Velocity
Right,1,1,0.5
*Output, Field,Variable=Preselect, Number Interval=2
*Output,History,Variable=Preselect,Timeint=0.1
*Output, Field, Number Interval=2
*Element Output
Sth
*End Step