A boundary element solution of the plate buckling problem is extended and refined to accommodate any combination of loading and support conditions. It is complemented by a similar boundary element formulation yielding the prebuckling membrane state of stress for non-uniform distributions of edge loa
A boundary element solution of the plate buckling problem
β Scribed by Stavros Syngellakis; Man Kang
- Publisher
- Elsevier Science
- Year
- 1987
- Weight
- 613 KB
- Volume
- 4
- Category
- Article
- ISSN
- 0264-682X
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π SIMILAR VOLUMES
A method to solve transient heat transfer problems of thin plates by using BEM in conjunction with the Laplace transform is described. The active range of the transform parameter S is determined from the D-S plot to avoid an illconditioned matrix. The results of the illustrative examples are compare
Plate buckling is an important design factor in consideration of the endurance and integrity of a variety of structures. Exact analytical formulations for the prediction of critical loads and modes exist only for a restricted set of idealized loading and boundary conditions. More practical condition