Post-buckling analysis of a fiber reinforced composite beam with crack

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dc.authorid0000-0001-5327-3406en_US
dc.contributor.authorAkbaş, Şeref Doğuşcan
dc.date.accessioned2021-03-20T20:12:38Z
dc.date.available2021-03-20T20:12:38Z
dc.date.issued2019
dc.departmentBTÜ, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractIn this paper, the post-buckling analysis of a cracked fiber reinforced composite (FRC) beam is investigated under a compressive load. In the solution of the problem, the finite element method is used within the first shear beam theory. The total Lagrangian approach is used in the nonlinear kinematic relations. The crack is modelled as a rotational spring. In the nonlinear solution of the post-buckling problem, the Newton-Raphson method is used. The effects of the fibre orientation angles, the volume fraction of the fibre, the crack depth and the crack locations on the post-bucking responses of the FRC beams are investigated in numerical results. The results show that the crack depth, the fibre orientation angles and the volume fraction of fibre have important role in the post-buckling responses of the FRC beams.en_US
dc.identifier.doi10.1016/j.engfracmech.2019.03.007en_US
dc.identifier.endpage80en_US
dc.identifier.issn0013-7944
dc.identifier.issn1873-7315
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage70en_US
dc.identifier.urihttp://doi.org/10.1016/j.engfracmech.2019.03.007
dc.identifier.urihttps://hdl.handle.net/20.500.12885/645
dc.identifier.volume212en_US
dc.identifier.wosWOS:000463560500006en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorAkbaş, Şeref Doğuşcan
dc.language.isoenen_US
dc.publisherPergamon-Elsevier Science Ltden_US
dc.relation.ispartofEngineering Fracture Mechanicsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectFiber reinforced compositeen_US
dc.subjectPost-buckling analysisen_US
dc.subjectBeamsen_US
dc.subjectCracken_US
dc.subjectTotal Lagrangianen_US
dc.titlePost-buckling analysis of a fiber reinforced composite beam with cracken_US
dc.typeArticleen_US

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