Elasto-plastic structural stability of arches

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dc.contributor.authorBertolino, R.
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.date.accessioned2014-05-20T15:26:48Z
dc.date.available2014-05-20T15:26:48Z
dc.date.issued2000-01-01
dc.description.abstractThe elastic-plastic structural stability behaviour of arches is analysed in the present work.The application of the developed mathematical model, allows to determine the elastic-plastic equilibrium paths, looking for critical points, bifurcation or limit, along those paths, associated to the critical load, in case it comes to happen.The equilibrium paths in the elastic-plastic behaviour when compared with the paths in the linear elastic behaviour, may show that, due to influence of the material plasticity, modifications paths appear and consequently alterations in the values of its critical loads.en
dc.description.affiliationUniv Estadual Paulista, Dept Civil Engn, BR-01405 São Paulo, Brazil
dc.description.affiliationUnespUniv Estadual Paulista, Dept Civil Engn, BR-01405 São Paulo, Brazil
dc.format.extent57-63
dc.identifierhttp://dx.doi.org/10.4203/ccp.71.4.2
dc.identifier.citationComputational Civil and Structural Engineering. Edinburgh: Civil Comp Press, p. 57-63, 2000.
dc.identifier.doi10.4203/ccp.71.4.2
dc.identifier.urihttp://hdl.handle.net/11449/36882
dc.identifier.wosWOS:000165983700008
dc.language.isoeng
dc.publisherCivil Comp Press
dc.relation.ispartofComputational Civil and Structural Engineering
dc.rights.accessRightsAcesso aberto
dc.sourceWeb of Science
dc.titleElasto-plastic structural stability of archesen
dc.typeTrabalho apresentado em evento
dcterms.rightsHolderCivil Comp Press

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