sulan
New member
- May 1, 2012
- 1
Hi,
How should the weitht factors be calculated when using RBE3?
I have a fine model connected to a coarser model with RBE3 (both with shell elements), see illustration below. The model is fix in the lower nodes and a shear force is applied in the upper nodes (to the right ->). By default, the weight factors are 1 for all nodes. I've been trying to mixture with this to decreas the boundary effects in corner of the fine area, but I can't get any big improvements. How should I think when distributing the load with the RBE3?
___________
| |
| ---- |
| |fine| |
| ---- |
| coarse |
---------------
How should the weitht factors be calculated when using RBE3?
I have a fine model connected to a coarser model with RBE3 (both with shell elements), see illustration below. The model is fix in the lower nodes and a shear force is applied in the upper nodes (to the right ->). By default, the weight factors are 1 for all nodes. I've been trying to mixture with this to decreas the boundary effects in corner of the fine area, but I can't get any big improvements. How should I think when distributing the load with the RBE3?
___________
| |
| ---- |
| |fine| |
| ---- |
| coarse |
---------------