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A boundary element method for elastic buckling analysis of assembled plate structures

✍ Scribed by M. Tanaka; K. Miyazaki


Publisher
Springer
Year
1988
Tongue
English
Weight
596 KB
Volume
3
Category
Article
ISSN
0178-7675

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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