Buckling of Rectangular Plates Under Discontinuous Loading Along Boundaries

The paper deals with a problem of buckling of the elastic isotropic elastically homogeneous rectangular plates of small thickness, loaded arbitrarily along the boundaries, at the different boundary conditions assumed. The solution presented contains two stages, i.e., 1) the determination of the di...

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Bibliographic Details
Main Author: J. Golec
Format: Article
Language:English
Published: Institute of Fundamental Technological Research 1976-03-01
Series:Engineering Transactions
Online Access:https://et.ippt.pan.pl/index.php/et/article/view/2288
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