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unlikely2like
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hello all
I have this problem to solve in ansys workbench 13 (Im new to this software): two parallel 5000mm length square beams in contact 200x80x8 (EN10219: structural hollow sections ) in frictionless contact and on the sides two side plates. At the ends I have two suports and I have on top an aplied pressure of 0.75 Mpa (hand computed bending stress should be top/bottom 219.62 Mpa, bending moment=172500Nm)
Can anyone help me on how to approach this problem?
I have used contacts as follows:
- beam / beam : No separation
- beam/sideplate and all other contacts: bonded
- one suport is cilindrical suport (tangential degree of freedom free)
- the other support is compression only
- all are augmented lagrange formulation
Regarding the mesh I have putted contact sizing forr al contacts:50mm
No substeps : 100
I have used large deflection on but it can't converge
Thank you in advance
I have this problem to solve in ansys workbench 13 (Im new to this software): two parallel 5000mm length square beams in contact 200x80x8 (EN10219: structural hollow sections ) in frictionless contact and on the sides two side plates. At the ends I have two suports and I have on top an aplied pressure of 0.75 Mpa (hand computed bending stress should be top/bottom 219.62 Mpa, bending moment=172500Nm)
Can anyone help me on how to approach this problem?
I have used contacts as follows:
- beam / beam : No separation
- beam/sideplate and all other contacts: bonded
- one suport is cilindrical suport (tangential degree of freedom free)
- the other support is compression only
- all are augmented lagrange formulation
Regarding the mesh I have putted contact sizing forr al contacts:50mm
No substeps : 100
I have used large deflection on but it can't converge
Thank you in advance