Analysis of inelastic buckling of rectangular plates with a free edge using polynomial deflection functions

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dc.contributor.authorEziefula, Uchechi G.
dc.contributor.statusnemhu_HU
dc.date.accessioned2021-04-07T06:41:42Z
dc.date.available2021-04-07T06:41:42Z
dc.date.issued2020-04-01
dc.description.abstractThe inelastic buckling behaviour of different rectangular thin isotropic plates having a free edge is studied. Various combinations of boundary conditions are subject to in-plane uniaxial compression and each rectangular plate is bounded by an unloaded free edge. The characteristic deflection function of each plate is formulated using a polynomial function in form of Taylor–Maclaurin series. A deformation plasticity approach is adopted and the buckling load equation is modified using a work principle technique. Buckling coefficients of the plates are calculated for various aspect ratios and moduli ratios. Findings obtained from the investigation are found to reasonably agree with data published in the literature.hu_HU
dc.identifier.doi10.1556/1848.2020.00003hu_HU
dc.identifier.issn2062-0810
dc.identifier.issue1hu_HU
dc.identifier.jtitleInternational Review of Applied Sciences and Engineering
dc.identifier.urihttp://hdl.handle.net/2437/305278
dc.identifier.urlhttps://akjournals.com/view/journals/1848/11/1/article-p15.xmlhu_HU
dc.identifier.volume11hu_HU
dc.language.isoenhu_HU
dc.publisherAkadémiai Kiadóhu_HU
dc.subjectdeflection functionhu_HU
dc.subjectfree edgehu_HU
dc.subjectplastic bucklinghu_HU
dc.subjectrectangular platehu_HU
dc.subjectTaylor’s serieshu_HU
dc.titleAnalysis of inelastic buckling of rectangular plates with a free edge using polynomial deflection functionshu_HU
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International Review of Applied Sciences and Engineering