Abstract
The stability of a rectangular plate, when its two opposite edges are hinged, and the third edge is under sliding contact conditions, are considered; for the fourth edge, two cases are studied: sliding contact conditions and “restricted” sliding contact conditions. In the first case, the buckling load is the same as the critical load for cylindrical buckling, calculated by means of Kirchhoff’s theory. In the second case, the buckling load may be refined twice or more, with respect to the Kirchhoff’s theory. The refinement term depends on geometry of the plate.
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© 2008 Springer Science+Business Media B.V.
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Belubekyan, V.M. (2008). Stability of a Rectangular Plate Capable of Transverse Shear Deformations. In: Jaiani, G., Podio-Guidugli, P. (eds) IUTAM Symposium on Relations of Shell Plate Beam and 3D Models. IUTAM Bookseries, vol 9. Springer, Dordrecht. https://doi.org/10.1007/978-1-4020-8774-5_5
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DOI: https://doi.org/10.1007/978-1-4020-8774-5_5
Publisher Name: Springer, Dordrecht
Print ISBN: 978-1-4020-8773-8
Online ISBN: 978-1-4020-8774-5
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