Blast wall strength estimated using finite displacement theory
A simple yield line theory can be applied to the post-buckled deformation mode of the plate to provide a lower bound solution to the collapse of panels that take into account large deflections. In the illustration given, no in-plane edge restraint of the plate is assumed and the plate resistance com...
| Hlavní autoři: | , , |
|---|---|
| Médium: | Conference item |
| Vydáno: |
ASME
1998
|