SinaPeugeot
Structural
- May 30, 2010
- 37
Hi,
I've encountered an odd issue while using bending-only shell elements in explicit. Due to the requirements of a project, I have to use bending-only shells, however, they appear to provide reasonable results only if they are used in an implicit analysis. As shown below, using them in explicit analyses results in odd/excessive displacements.
I've attached a figure showing the comparison of the results and also the *.inp file for the explicit run.
I'd appreciate any advice.
Thanks in advance.
I've encountered an odd issue while using bending-only shell elements in explicit. Due to the requirements of a project, I have to use bending-only shells, however, they appear to provide reasonable results only if they are used in an implicit analysis. As shown below, using them in explicit analyses results in odd/excessive displacements.
I've attached a figure showing the comparison of the results and also the *.inp file for the explicit run.
I'd appreciate any advice.
Thanks in advance.
