Post buckling analysis of shear deformable shallow shells by the boundary element method
โ Scribed by P. M. Baiz; M. H. Aliabadi
- Publisher
- John Wiley and Sons
- Year
- 2010
- Tongue
- English
- Weight
- 792 KB
- Volume
- 84
- Category
- Article
- ISSN
- 0029-5981
- DOI
- 10.1002/nme.2898
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๐ SIMILAR VOLUMES
## 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
The differential quadrature method is applied in the computation of the eigenvalues of the equations of motion governing in-plane and out-of-plane vibration of circular arches, based on the Bresse-Timoshenko beam theory in which both rotatory inertia and shear deformation are taken into account. Fun