Postbuckling analysis of a rectangular plate loated in compression

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dc.contributor.authorHavran, Jozef
dc.contributor.authorPsotný, Martin
dc.date.accessioned2016-09-27T06:21:17Z
dc.date.available2016-09-27T06:21:17Z
dc.date.issued2015
dc.description.abstractThe stability analysis of a thin rectangular plate loaded in compression is presented. The nonlinear FEM equations are derived from the minimum total potential energy principle. The peculiarities of the effects of the initial imperfections are investigated using the user program. Special attention is paid to the influence of imperfections on the post-critical buckling mode. The FEM computer program using a 48 DOF element has been used for analysis. Full Newton-Raphson procedure has been applied.cs
dc.format.extent904692 bytes
dc.format.mimetypeapplication/pdf
dc.identifier.citationSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2015, roč. 15, č. 2, s. 37-42 : il.cs
dc.identifier.issn1213-1962
dc.identifier.urihttp://hdl.handle.net/10084/112052
dc.language.isofrcs
dc.publisherVysoká škola báňská - Technická univerzita Ostravacs
dc.relation.ispartofseriesSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavebnícs
dc.rights© Vysoká škola báňská - Technická univerzita Ostravacs
dc.rights.accessopenAccess
dc.subjectstabilitycs
dc.subjectpost-bucklingcs
dc.subjectinitial imperfectioncs
dc.subjectfinite element methodcs
dc.titlePostbuckling analysis of a rectangular plate loated in compressioncs
dc.typearticlecs
dc.type.statusPeer-reviewedcs
dc.type.versionpublishedVersioncs

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Řada stavební. 2015, roč. 15 / Civil Engineering Series. 2015, vol. 15