*Heading
Verify Constraint Ratio in Standard
*Node
1, 0.0, 0.0, 0.0
2, 2.0, 0.0, 0.0
3, 4.0, 0.0, 0.0
4, 0.0, 2.0, 0.0
5, 2.0, 2.0, 0.0
6, 4.0, 2.0, 0.0
7, 0.0, 4.0, 0.0
8, 2.0, 4.0, 0.0
9, 4.0, 4.0, 0.0
**
10,1.0, 1.0, 1.0
11,3.0, 1.0, 1.0
12,3.0, 3.0, 1.0
13,1.0, 3.0, 1.0
14,2.0, 1.0, 1.0
15,2.0, 3.0, 1.0
*Element, Type=S4R, Elset=Main
1, 1, 2, 5, 4
2, 2, 3, 6, 5
3, 4, 5, 8, 7
4, 5, 6, 9, 8
*Element, Type=S4R, Elset=Secondary
10, 10, 14, 15, 13
20, 14, 11, 12, 15
*Surface, Name=Main, Type=Element
1, SPOS
2, SPOS
3, SPOS
4, SPOS
*Surface, Name=Secondary, Type=Node
10,
11,
12,
13
*Elset, Elset=All
1, 2, 3, 4, 10, 20
*Shell Section, Elset=All, Material=HKS
0.1
*Material, Name=HKS
*Elastic
1e06, 0.3
*Tie, Name=Tie, Adjust=No, Position Tolerance=1.0,No Rotation, Constraint=0.5
Secondary, Main
*Step, Nlgeom=Yes, Unsymm=Yes
*Static
0.1, 1.0
*Boundary
1, 1, 3
2, 1, 3
3, 1, 3
4, 1, 3
5, 1, 3
6, 1, 3
7, 1, 3
8, 1, 3
9, 1, 3
1, 5, 5, 0.785
4, 5, 5, 0.785
7, 5, 5, 0.785
2, 5, 5, 0.785
5, 5, 5, 0.785
8, 5, 5, 0.785
3, 5, 5, 0.785
6, 5, 5, 0.785
9, 5, 5, 0.785
*Dload
10, P, 2.0
20, P, 2.0
*Node Print
U
*End Step