Vibration Analysis of Functionally Graded Timoshenko Beams on Winkler-Pasternak Elastic Foundation

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dc.contributor.authorCalim, Faruk Firat
dc.date.accessioned2025-01-06T17:43:20Z
dc.date.available2025-01-06T17:43:20Z
dc.date.issued2020
dc.description.abstractThis paper aims to analyze dynamic response of axially functionally graded (FG) Timoshenko beams on Winkler-Pasternak elastic foundation. Spring constant and material inhomogeneity are used as research parameters in the dynamic analysis. In this study, ODEs in Laplace domain are calculated by using complementary functions method. The analysis is performed in the Laplace domain, and calculations are converted to the time domain by using Durbin's algorithm. The effects of material gradient index, translational and rotational spring constants, slenderness ratio, different boundary conditions and impulsive loads on the dynamic response of FG Timoshenko beams are investigated.
dc.identifier.doi10.1007/s40996-019-00283-x
dc.identifier.endpage920
dc.identifier.issn2228-6160
dc.identifier.issn2364-1843
dc.identifier.issue3
dc.identifier.scopus2-s2.0-85067864463
dc.identifier.scopusqualityQ2
dc.identifier.startpage901
dc.identifier.urihttps://doi.org/10.1007/s40996-019-00283-x
dc.identifier.urihttps://hdl.handle.net/20.500.14669/2628
dc.identifier.volume44
dc.identifier.wosWOS:000540809800010
dc.identifier.wosqualityQ4
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer International Publishing Ag
dc.relation.ispartofIranian Journal of Science and Technology-Transactions of Civil Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_20241211
dc.subjectInverse Laplace transform
dc.subjectElastic foundation
dc.subjectFunctionally graded beam
dc.subjectDynamic response
dc.titleVibration Analysis of Functionally Graded Timoshenko Beams on Winkler-Pasternak Elastic Foundation
dc.typeArticle

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