| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 10295973 | Thin-Walled Structures | 2005 | 16 Pages |
Abstract
It is also shown that the optimum geometric properties of the stiffeners correspond to the point when the buckling shape of a plate changes from the overall mode to local mode. Furthermore, all stiffened plates, with a similar aspect ratio and number of stiffeners, have a specific value of EIs/aD, for which the critical shear stress is optimal. In addition, some expressions to predict these properties are presented.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
M.M. Alinia,