Dynamic analysis of viscoelastic functionally graded porous thick beams under pulse load

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dc.authorid0000-0001-5327-3406en_US
dc.contributor.authorAkbaş, Şeref Doğuşcan
dc.contributor.authorFageehi, Y. A.
dc.contributor.authorAssie, A. E.
dc.contributor.authorEltaher, M. A.
dc.date.accessioned2021-03-20T20:09:26Z
dc.date.available2021-03-20T20:09:26Z
dc.date.issued2022
dc.departmentBTÜ, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractDue to the significant effect of porosity on the mechanical response of functionally graded (FG) structures, this paper presents a comprehensive model to investigate the vibration response of FG porous thick beam under the dynamic sine pulse load including the damping effect by using adopted finite element model, for the first time. The multilayer thick beam is modeled as two-dimensional plane stress problem. The distribution of material gradation through the graded layer is described by the power law function, and the porosity is depicted by three different distributions (i.e., symmetric-distribution, X-distribution and O-distribution). The damping effect is included in the model by using the Kelvin-Voigt viscoelastic constitutive model. Constitutive equations, gradation and porosity functions are described in detail. Forced motion equations are derived by using Lagrange energy principles. Twelve-node 2D plane element with 3 x 3 integration points is proposed to discretize the beam and get the element matrices and force vectors. The numerical time integration method of Newmark is proposed to solve the system numerical and get the displacement response of the structure. Effects of layer stacking sequence, material gradation index and porosity parameter on the dynamic's response of thick FG porous damped beam are presented. The presented mathematical model is useful in analysis and design of nuclear, marine, vehicle and aerospace structures those manufactured from functionally graded materials.en_US
dc.identifier.doi10.1007/s00366-020-01070-3en_US
dc.identifier.endpage377
dc.identifier.issn0177-0667
dc.identifier.issn1435-5663
dc.identifier.issue1
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage365
dc.identifier.urihttp://doi.org/10.1007/s00366-020-01070-3
dc.identifier.urihttps://hdl.handle.net/20.500.12885/417
dc.identifier.volume38
dc.identifier.wosWOS:000537398000002en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorAkbaş, Şeref Doğuşcan
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.relation.ispartofEngineering With Computersen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectPulse loaden_US
dc.subjectPorosityen_US
dc.subjectFG thick beamen_US
dc.subjectMultilayer damped structureen_US
dc.subjectFinite element methoden_US
dc.titleDynamic analysis of viscoelastic functionally graded porous thick beams under pulse loaden_US
dc.typeArticleen_US

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