Elastic buckling behavior of rectangular plates with holes subjected to partial edge loading

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dc.contributor.authorKömör, M. Aydın
dc.contributor.authorSönmez, Mustafa
dc.date.accessioned13.07.201910:50:10
dc.date.accessioned2019-07-29T19:26:57Z
dc.date.available13.07.201910:50:10
dc.date.available2019-07-29T19:26:57Z
dc.date.issued2015
dc.departmentMühendislik Fakültesi
dc.description.abstractCut-outs or openings are inevitable part of steel structural systems since they are required as access ports for mechanical and electrical systems or to reduce the amount of material that is used. When such perforated plates experience compression loads, they may buckle or show instability due to axial compression. In this study, the buckling of perforated square and rectangular plates subjected to in-plane compressive edge loading is investigated using the finite element method. To analyze the behavior of the plates the following four edge loading cases were applied; concentrated edge loading, asymmetric partial loading at the opposite edges, partial loading at the center of the opposite edges and partial loading at the two ends of the opposite edges. The plate aspect ratio, the length and location of the edge loading and diameter of the circular hole are taken as the variables that have a buckling effect on the behavior of the plate. The results show that the square plates are highly sensitive to buckling when the loading at the center of the plates. (C) 2015 Elsevier Ltd. All rights reserved.
dc.identifier.doi10.1016/j.jcsr.2015.04.020
dc.identifier.endpage60en_US
dc.identifier.issn0143-974X
dc.identifier.issn1873-5983
dc.identifier.scopusqualityQ1
dc.identifier.startpage54en_US
dc.identifier.urihttps://doi.org/10.1016/j.jcsr.2015.04.020
dc.identifier.urihttps://hdl.handle.net/20.500.12451/5752
dc.identifier.volume112en_US
dc.identifier.wosWOS:000358819700006
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier Ltd.
dc.relation.ispartofJournal of Constructional Steel Research
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectPartial Edge Loading
dc.subjectPlate Elastic Buckling
dc.subjectPerforated Blates
dc.subjectRectangular Blates
dc.titleElastic buckling behavior of rectangular plates with holes subjected to partial edge loading
dc.typeArticle

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