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A boundary element analysis of coupled shearing and torsional deformation of beams

✍ Scribed by Hiroaki Katori; Toru Nishimura


Publisher
Elsevier Science
Year
1993
Tongue
English
Weight
288 KB
Volume
17
Category
Article
ISSN
0965-9978

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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