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Recent content by maskarp
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Abaqus frequencies
Hi Martyna, Please correct me if I misinterpreted your attached picture. But it seems to me that you are applying loads to edges that - through boundary conditions - are not allowed to deform. Maybe you could move the loads to just inside the edge of the slab, or change the boundary conditions...- maskarp
- Post #2
- Forum: Mechanical Acoustics/Vibration engineering
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Shear force increase near hole in out-of-plane loaded slab
Hello everyone, I first tried these questions in the Finite Element Analysis forum without getting any replies. I hope it is okay to try here. It is the impact on concrete design that I am mainly interested in after all. My questions are regarding shear forces near holes in FE analyses of...- maskarp
- Thread
- Replies: 4
- Forum: Concrete Engineering general discussion
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Shear force increase near hole in out-of-plane loaded slab
Hello everyone, I have a few questions regarding holes and shear forces in FE analyses of slabs that I was hoping you could help me answer. To better illustrate the problem, I put together a small FE example (please see the attached picture). FE EXAMPLE: - a rectangular slab is simply...- maskarp
- Thread
- Replies: 3
- Forum: Finite Element Analysis (FEA) engineering
