spike
Structural
- Jun 7, 1999
- 46
Does anyone know of a method to calculate the stresses and deflections for a sandwich type panel with edge loading in a beam type problem?
Normally, the panels have fiberglass facings top and bottom with a honeycomb core, and the loading is normal to the facing, similar to a floor panel.
In the case that I am looking at, the loading is parallel to the facing.
Normally, the panels have fiberglass facings top and bottom with a honeycomb core, and the loading is normal to the facing, similar to a floor panel.
In the case that I am looking at, the loading is parallel to the facing.