Moving Load Analysis of Laminated Porous Micro Beams Resting on Elastic Foundation

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dc.contributor.authorAkbaş, şeref Doğuşcan
dc.date.accessioned2026-02-12T21:02:52Z
dc.date.available2026-02-12T21:02:52Z
dc.date.issued2023
dc.departmentBursa Teknik Üniversitesi
dc.description.abstractThis research highlights dynamic displacements of laminated porous micro beams resting on elastic foundation under moving load. In the constituted equation of laminated micro scaled beam, the modified coupled stress theory is used in order to determine the size effect. Each layer is considered as identical and porosity distribution and assumed as uniform. Lagrange technique is applied in achieving governing equations, and Ritz method within algebraic polynomials is used for solution. For dynamic solution steps, Newmark average acceleration method is used within time domain. Influences of porosity coefficients, length scale parameter, foundation parameter, order of laminas, fiber orientation angles on dynamically deflections of laminated micro beam are investigated. © 2023 World Scientific Publishing Europe Ltd.
dc.identifier.doi10.1142/S1758825123500667
dc.identifier.issn1758-8251
dc.identifier.issue8
dc.identifier.scopus2-s2.0-85165196396
dc.identifier.scopusqualityQ2
dc.identifier.urihttps://doi.org/10.1142/S1758825123500667
dc.identifier.urihttps://hdl.handle.net/20.500.12885/6605
dc.identifier.volume15
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherWorld Scientific
dc.relation.ispartofInternational Journal of Applied Mechanics
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.snmzKA_Scopus_20260212
dc.subjectdynamic analysis
dc.subjectlaminated composites
dc.subjectmicro beams
dc.subjectmoving load
dc.subjectPorosity
dc.subjectWinkler foundation
dc.titleMoving Load Analysis of Laminated Porous Micro Beams Resting on Elastic Foundation
dc.typeArticle

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