| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6779280 | Thin-Walled Structures | 2012 | 8 Pages |
Abstract
⺠Non-linear FEM analysis of plates with partial depth corrosion pits are carried out. ⺠Results show that volume loss dominates the degradation of the compressive capacity. ⺠Plate slenderness has considerable effect on biaxial interaction curve shape. ⺠A regression analysis of FEM results is conducted leading to a closed form formula.
Keywords
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Xiaoli Jiang, C. Guedes Soares,