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Buckling analysis of a rectangular plate by the Kantorovich method

โœ Scribed by Peter C.T. Chen

Publisher
Elsevier Science
Year
1972
Tongue
English
Weight
470 KB
Volume
14
Category
Article
ISSN
0020-7403

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## 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