** Generated by Mecway 5.0
*NODE
*ELEMENT,TYPE=S4
*MATERIAL,NAME=Material
*ELASTIC,TYPE=ISOTROPIC
275000000000,0.3
*ELSET,ELSET=displacement_elements
*ELSET,ELSET=displacement_elements(2)
*ELSET,ELSET=displacement_elements(3)
**y(2) = 0 displacement z(3) = 0 displacement
*SHELL SECTION,ELSET=displacement_elements,MATERIAL=Material
0.005
*BOUNDARY
1,2,,0
1,3,,0
2,2,,0
2,3,,0
3,2,,0
3,3,,0
4,2,,0
4,3,,0
**x(1) = 55mm displacement
*INITIAL CONDITIONS,TYPE=DISPLACEMENT
1,1,0.055
2,1,0.055
3,1,0.055
4,1,0.055
5,1,0.055
6,1,0.055
7,1,0.055
8,1,0.055
*STEP
*STATIC
*BOUNDARY
1,1,,0.055
2,1,,0.055
3,1,,0.055
4,1,,0.055
5,1,,0.055
6,1,,0.055
7,1,,0.055
8,1,,0.055
*NODE FILE,GLOBAL=YES
U,RF
*EL FILE
S
*END STEP
*STEP
*STATIC
*BOUNDARY
1,1,,0
1,2,,0.04
2,1,,0
2,2,,0.04
3,1,,0
3,2,,0.04
4,1,,0
4,2,,0.04
*NODE FILE,GLOBAL=YES
U,RF
*EL FILE
S
*END STEP