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dc.contributor.authorDeniz, A.
dc.contributor.authorZerin, Z.
dc.contributor.authorKaraca, Z.
dc.date.accessioned2020-06-21T13:31:54Z
dc.date.available2020-06-21T13:31:54Z
dc.date.issued2016
dc.identifier.issn1359-8368
dc.identifier.issn1879-1069
dc.identifier.urihttps://doi.org/10.1016/j.compositesb.2016.08.006
dc.identifier.urihttps://hdl.handle.net/20.500.12712/13043
dc.descriptionZerin, Zihni/0000-0001-7906-8136en_US
dc.descriptionWOS: 000383936400007en_US
dc.description.abstractThis work focuses on the vibration behavior of functionally graded (FG) truncated conical shells interacting with the Winkler-Pasternak elastic foundation in the framework of the first-order shear deformation theory (FOSDT). The eigenvalue problem is solved by using Galerkin method. The formulas of the frequencies of FGM truncated cones resting on elastic foundations in the framework of FOSDT are found. Finally, the combined effects of shear strains, material gradient and elastic foundations on the non dimensional frequency parameters of conical shells with various geometric characteristics in the framework of FOSDT are studied. (C) 2016 Elsevier Ltd. All rights reserved.en_US
dc.language.isoengen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.isversionof10.1016/j.compositesb.2016.08.006en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectVibrationen_US
dc.subjectMechanical propertiesen_US
dc.subjectAnalytical modellingen_US
dc.subjectNumerical analysisen_US
dc.titleWinkler-Pasternak foundation effect on the frequency parameter of FGM truncated conical shells in the framework of shear deformation theoryen_US
dc.typearticleen_US
dc.contributor.departmentOMÜen_US
dc.identifier.volume104en_US
dc.identifier.startpage57en_US
dc.identifier.endpage70en_US
dc.relation.journalComposites Part B-Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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