Instabilities in imperfect thick cones subjected to axial compression and external pressure
The paper presents results of a numerical study into the buckling resistance of geometrically imperfect mild steel cones subjected to: (a) axial compression only, (b) lateral external pressure only, and (c) axial compression and external pressure acting simultaneously. Initial geometric imperfectio...
Saved in:
| Main Authors: | , |
|---|---|
| 格式: | Article |
| 出版: |
Elsevier
2013
|
| 主题: | |
| 在线阅读: | http://eprints.utem.edu.my/id/eprint/11826/ |
| 标签: |
添加标签
没有标签, 成为第一个标记此记录!
|