Abstract
Elastic stability of skew composite laminate plates subjected to uniaxial inplane compressive forces has been studied. The critical buckling loads of the skew laminate plates are carried out by the bifurication buckling analysis implemented in finite element program ABAQUS. The effects of skew angles, laminate layups, plate aspect ratios, plate thicknesses, central circular cutouts, and edge conditions on the buckling resistance of skew composite laminate plates are presented.
| Original language | English |
|---|---|
| Pages (from-to) | 53-77 |
| Number of pages | 25 |
| Journal | Thin-Walled Structures |
| Volume | 38 |
| Issue number | 1 |
| Publication status | Published - 2000 Sep |
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Building and Construction
- Mechanical Engineering