## Abstract In this paper, the derivation and numerical implementation of boundary integral equations for the buckling analysis of shear deformable plates are presented. Plate buckling equations are derived as a standard eigenvalue problem. The formulation is formed by coupling boundary element for
✦ LIBER ✦
Buckling analysis of orthotropic plates by boundary element method
✍ Scribed by Guimin Shi; Gérard Bezine
- Publisher
- Elsevier Science
- Year
- 1990
- Tongue
- English
- Weight
- 367 KB
- Volume
- 17
- Category
- Article
- ISSN
- 0093-6413
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