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A semi-analytical model for the nonlinear stability analysis of stiffened plates

dc.contributor.authorFerreira, Pedro
dc.contributor.authorVirtuoso, Francisco
dc.date.accessioned2015-11-17T11:42:02Z
dc.date.available2015-11-17T11:42:02Z
dc.date.issued2015-07
dc.descriptionComunicação apresentada na 8th International Conference on Advances in Steel Structures 2015, 21-24 july 2015, Lisbon, Portugalpt_PT
dc.description.abstractThis paper presents a computational semi-analytical model for the post-buckling analysis and ultimate strength prediction of stiffened plates under longitudinal uniform compression. The possibility of considering fully free in-plane displacements at longitudinal edges (or unloaded edges) is the innovation of this model over existing models, where these displacements are assumed constrained to remain straight. Comparisons between the semi-analytical model results and nonlinear finite element model results are presented. This study shows that the developed semi-analytical model predicts with accuracy the elastic critical buckling stress, the buckling modes, the ultimate strength and the failure modes obtained through the nonlinear finite element method. The semi-analytical model enables versatile and comprehensive analysis of results and it is computationally efficient when compared with the nonlinear finite elements methods.pt_PT
dc.identifier.urihttp://hdl.handle.net/10400.26/10264
dc.language.isoengpt_PT
dc.peerreviewedyespt_PT
dc.subjectStiffened platespt_PT
dc.subjectStabilitypt_PT
dc.subjectInteractive bucklingpt_PT
dc.subjectUltimate strengthpt_PT
dc.subjectSemi-analytical methodpt_PT
dc.titleA semi-analytical model for the nonlinear stability analysis of stiffened platespt_PT
dc.typeconference object
dspace.entity.typePublication
oaire.citation.conferencePlaceLisbon, Portugalpt_PT
oaire.citation.title8th International Conference on Advances in Steel Structures 2015, 21-24 july 2015, Lisbon, Portugalpt_PT
rcaap.rightsopenAccesspt_PT
rcaap.typeconferenceObjectpt_PT

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