| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 803728 | Mechanics Research Communications | 2006 | 5 Pages |
Abstract
In order to derive a mechanical model for the measured limit states of plate deflections in Part 1, a general elastic–viscoplastic law coupled to a geometrically non-linear shell theory is applied. Additionally, a simplified model is used to find physical explanations. Finally, similar observations about repeatedly shock wave-loaded plates from the literature can be conducted as special cases.
Related Topics
Physical Sciences and Engineering
Engineering
Mechanical Engineering
Authors
Marcus Stoffel,