Free vibration analysis of functionally graded beams with simply supported edges

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dc.authoridtaskin, vedat/0000-0002-3013-2317
dc.authoridAYDOGDU, METIN/0000-0003-4567-2532
dc.authorwosidtaskin, vedat/AAZ-2791-2021
dc.authorwosidAydogdu, Metin/A-2596-2009
dc.authorwosidTASKIN, VEDAT/P-8860-2015
dc.contributor.authorAydogdu, Metin
dc.contributor.authorTaskin, Vedat
dc.date.accessioned2024-06-12T11:18:57Z
dc.date.available2024-06-12T11:18:57Z
dc.date.issued2007
dc.departmentTrakya Üniversitesien_US
dc.description.abstractFree vibration of simply supported FG beam was investigated. Young's modulus of beam varies in the thickness direction according to power law and exponential law. Governing equations were found by applying Hamilton's principle. Navier type solution method was used to obtain frequencies. Different higher order shear deformation theories and classical beam theories were used in the analysis. Free vibration frequencies and some mode shapes were given for different material properties and different slenderness ratios. (c) 2006 Elsevier Ltd. All rights reserved.en_US
dc.identifier.doi10.1016/j.matdes.2006.02.007
dc.identifier.endpage1656en_US
dc.identifier.issn0261-3069
dc.identifier.issue5en_US
dc.identifier.scopus2-s2.0-33845211960en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage1651en_US
dc.identifier.urihttps://doi.org/10.1016/j.matdes.2006.02.007
dc.identifier.urihttps://hdl.handle.net/20.500.14551/25018
dc.identifier.volume28en_US
dc.identifier.wosWOS:000245047300026en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofMaterials & Designen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectGeneral Boundary-Conditionsen_US
dc.subjectHigher-Order Theoryen_US
dc.subjectLaminated Compositeen_US
dc.subjectPlatesen_US
dc.subjectPanelsen_US
dc.titleFree vibration analysis of functionally graded beams with simply supported edgesen_US
dc.typeArticleen_US

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