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dc.contributor.authorDoori, Sılda
dc.contributor.authorNoori, Ahmad, Reshad
dc.date.accessioned2022-10-20T07:29:37Z
dc.date.available2022-10-20T07:29:37Z
dc.date.issued2022en_US
dc.identifier.urihttps://dergipark.org.tr/tr/pub/alku/issue/62261/883187
dc.identifier.urihttps://hdl.handle.net/20.500.12868/1937
dc.description.abstractThe use of perforated steel beams (PSBs) has become of great importance due to their wide application in building construction and their beneficial uses as they are economical in terms of cost in addition to their lightweight. The aim of this study is to investigate the static behavior of castellated beams with different web openings. A 3D finite element analysis is performed based using ABAQUS, to find out which type of beam gives the best performance under the same distributed load and fixed support condition. Different shapes are used for the web openings and compared with the basic shape of the hexagon, taking the same area into consideration for all shapes. In this paper, a new design model is developed using more than one shape in the web opening. Displacement and stress results are carried out and compared for various cases.en_US
dc.language.isoturen_US
dc.relation.isversionofhttps://dergipark.org.tr/tr/pub/alku/issue/62261/883187en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectFinite element methoden_US
dc.subjectCastellated beamsen_US
dc.subjectSteel structures,en_US
dc.subjectStatic responseen_US
dc.titleFinite Element Approach for the Bending analysis of Castellated Steel Beams with Various Web openingsen_US
dc.typearticleen_US
dc.contributor.departmentALKÜen_US
dc.identifier.volume3en_US
dc.identifier.issue2en_US
dc.identifier.startpage38en_US
dc.identifier.endpage49en_US
dc.relation.journalALKÜ Fen Bilimleri Dergisien_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Başka Kurum Yazarıen_US


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