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Recent content by navidd1
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MODELING ELASTIC CONTLOVER BEAM WITH SHELL
Thanks for the reply. All your calculations are correct. I need to model a cyclic lateral displacement loading on a hollow column with a constant axial load so I need to use shell. I was modeling it and my results showed far less ultimate load capacity compared with experiment even in early...- navidd1
- Post #3
- Forum: DASSAULT: ABAQUS FEA Solver
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MODELING ELASTIC CONTLOVER BEAM WITH SHELL
HI EVERYBODY I AM MODELING A CONTLIVER BEAM WITH BOX SECTION USING SHELL S4R ELEMENT. INPUT CAN BE SEEN IN THE ATTACHEMENT. i DO NOT KNOW WHY THE RESULTS IS NOT SIMILAR TO THE ANALITICAL RESULTS AT THE YEILD POINT. I MEAN THE RELATION BETWEEN DELTA AND P MUST BE DELTA= PL^3/3EI BUT ITS NOT...- navidd1
- Thread
- Replies: 2
- Forum: DASSAULT: ABAQUS FEA Solver
