Article ID Journal Published Year Pages File Type
792090 Journal of Applied Mathematics and Mechanics 2008 5 Pages PDF
Abstract

Problems of the stability (buckling) of compressed rectangular plates are considered. It is assumed that evenly distributed compressive forces are applied to the opposite hinged edges, while the remaining two edges are not fastened and are free from external actions. It is shown that an increase in the length ratio of the hinged and unfastened sides in close proximity to the free boundary results in the localization of eigenforms corresponding to the lowest eigenvalues.

Related Topics
Physical Sciences and Engineering Engineering Mechanical Engineering
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