Vibration analysis of simply supported functionally graded beams

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dc.authoridtaskin, vedat/0000-0002-3013-2317
dc.authorwosidAydogdu, Metin/A-2596-2009
dc.authorwosidTASKIN, VEDAT/P-8860-2015
dc.authorwosidtaskin, vedat/AAZ-2791-2021
dc.contributor.authorAydogdu, Metin
dc.contributor.authorTaskin, Vedat
dc.date.accessioned2024-06-12T11:02:20Z
dc.date.available2024-06-12T11:02:20Z
dc.date.issued2007
dc.departmentTrakya Üniversitesien_US
dc.description7th International Conference on Vibration Problems (ICOVP 2005) -- SEP 05-09, 2005 -- Isik Univ, Sile Campus, Istanbul, TURKEYen_US
dc.description.abstractIn this study, free vibration of simply supported functionally graded (FG) beam was investigated. Young modulus of beam is varying in the thickness direction according to power law and exponential law. Governing equations are 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. Results were given for different material properties and different slenderness ratios.en_US
dc.identifier.endpage+en_US
dc.identifier.isbn978-1-4020-5400-6
dc.identifier.issn0930-8989
dc.identifier.startpage57en_US
dc.identifier.urihttps://hdl.handle.net/20.500.14551/21244
dc.identifier.volume111en_US
dc.identifier.wosWOS:000246655700011en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.relation.ispartofVibration Problems Icovp 2005en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectFunctionally Graded Beamen_US
dc.subjectVibrationen_US
dc.subjectShear Deformation Theoriesen_US
dc.subjectLaminated Compositeen_US
dc.subjectPlatesen_US
dc.titleVibration analysis of simply supported functionally graded beamsen_US
dc.typeConference Objecten_US

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