Elasto-plastic buckling analysis for perforated steel plates subject to uniform compression

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dc.contributor.authorKömür, Mehmet Aydiın
dc.date.accessioned13.07.201910:50:10
dc.date.accessioned2019-07-16T08:23:46Z
dc.date.available13.07.201910:50:10
dc.date.available2019-07-16T08:23:46Z
dc.date.issued2011
dc.departmentMühendislik Fakültesi
dc.description.abstractThis study investigates the elasto-plastic buckling behaviour of simply supported square and rectangular thin steel plates having elliptic cut-outs by means of finite element method. Plates with simply supported in the out-of-plane direction are applied uniform compression in long-edge direction. A50 steel was used in the analysis and the focus was on the effect of plate aspect ratio, elliptical hole size, elliptical hole angle, elliptical hole location and slenderness ratio on buckling behaviour. It was found in the study that as the plate slenderness ratio increases, the critical buckling stress decreases for all the perforated plates. © 2011 Elsevier Ltd. All rights reserved.
dc.identifier.doi10.1016/j.mechrescom.2011.01.001
dc.identifier.endpage122en_US
dc.identifier.issn0093-6413
dc.identifier.issue2en_US
dc.identifier.scopusqualityQ2
dc.identifier.startpage117en_US
dc.identifier.urihttps://dx.doi.org/10.1016/j.mechrescom.2011.01.001
dc.identifier.urihttps://hdl.handle.net/20.500.12451/2817
dc.identifier.volume38en_US
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.relation.ispartofMechanics Research Communications
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectElasto-Plastic Buckling
dc.subjectElliptical Hole
dc.subjectFinite Element Method
dc.subjectSteel Plate
dc.titleElasto-plastic buckling analysis for perforated steel plates subject to uniform compression
dc.typeConference Object

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