Static Analysis of a Fiber Reinforced Composite Beam Resting on Winkler-Pasternak Foundation

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dc.contributor.authorAkbaş, Şeref Doğuşcan
dc.date.accessioned2026-02-08T15:03:22Z
dc.date.available2026-02-08T15:03:22Z
dc.date.issued2020
dc.departmentBursa Teknik Üniversitesi
dc.description.abstractThis paper presents static analysis of a simply supported beam made of fiber reinforced composite material resting on elastic foundation. The foundation type is considered as Winkler-Pasternak foundation type. The first-shear beam theory is used in the kinematics of the beam and the Ritz method is used and in the solution of the problem. In the Ritz method, algebraic polynomials are used with the trivial functions. In the numerical examples, the effects of fibre orientation angles, the volume fraction and foundation parameters on the static deflections of fiber reinforced composite beam are investigated. The numerical results show that fiber orientation angle, volume fraction and foundation parameter have great influence on static behavior of fiber reinforced composites.
dc.identifier.doi10.24107/ijeas.790858
dc.identifier.endpage98
dc.identifier.issn1309-0267
dc.identifier.issue3
dc.identifier.startpage88
dc.identifier.urihttps://doi.org/10.24107/ijeas.790858
dc.identifier.urihttps://hdl.handle.net/20.500.12885/4061
dc.identifier.volume12
dc.language.isoen
dc.publisherAkdeniz Üniversitesi
dc.relation.ispartofInternational Journal of Engineering and Applied Sciences
dc.relation.ispartofInternational Journal of Engineering and Applied Sciences
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_DergiPark_20260207
dc.subjectEngineering
dc.subjectMühendislik
dc.titleStatic Analysis of a Fiber Reinforced Composite Beam Resting on Winkler-Pasternak Foundation
dc.typeArticle

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