Numerical analysis of buckling of von mises planar truss

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dc.contributor.authorKalina, Martin
dc.date.accessioned2016-09-27T07:08:37Z
dc.date.available2016-09-27T07:08:37Z
dc.date.issued2015
dc.description.abstractA computational algorithm of a discrete model of von Mises planar steel truss is presented. The structure deformation is evaluated by seeking the minimal potential energy. The critical force invented by mathematical solution was compared with solution by computer algorithm. Symmetric and asymmetric effects of initial shape of geometric imperfection of axis of struts are used in model. The shapes of buckling of von Mises planar truss of selected vertical displacement of top joint are shown.cs
dc.format.extent261459 bytes
dc.format.mimetypeapplication/pdf
dc.identifier.citationSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2015, roč. 15, č. 2, s. 79-86 : il.cs
dc.identifier.issn1213-1962
dc.identifier.urihttp://hdl.handle.net/10084/112057
dc.language.isoencs
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.subjectpotential energycs
dc.subjectvon Mises planar trusscs
dc.subjectcomputer algorithmcs
dc.subjectdiscrete modelcs
dc.subjectnormal solutioncs
dc.subjectbending solutioncs
dc.subjectinitial geometric imperfectioncs
dc.titleNumerical analysis of buckling of von mises planar trusscs
dc.typearticlecs
dc.type.statusPeer-reviewedcs
dc.type.versionpublishedVersioncs

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