Combined effects of elastic foundations and shear stresses on the stability behavior of functionally graded truncated conical shells subjected to uniform external pressures

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dc.contributor.authorSofiyev, A. H.
dc.contributor.authorKuruoglu, N.
dc.date.accessioned2024-09-11T19:51:22Z
dc.date.available2024-09-11T19:51:22Z
dc.date.issued2016
dc.departmentİstanbul Gelişim Üniversitesien_US
dc.description.abstractAccording to the framework of the Donnell's shell theory the stability behavior of functionally graded (FG) truncated conical shell interacting with two-parameter elastic foundations within the shear deformation theory (SDT) is investigated. The major goal of this research was to obtain a closed form of the solution for critical external pressures associated with the problem outlined above. The basic equations of FG truncated conical shell shells subjected to the external pressures are derived within the SDT. By using the Galerkin method to resulting basic equations are obtained the expressions for critical hydrostatic and lateral pressures of FG truncated conical shell interacting with two-parameter elastic foundations within the SDT. In particular, similar expressions within the classical shell theory (CST) are obtained, also. Comparison the current results and those available in the literature demonstrates the availability and accuracy of solutions. Finally, the calculation and presentation of the effects of many parameters included in the analysis conclude the goals to be reached in the study. (C) 2016 Elsevier Ltd. All rights reserved.en_US
dc.identifier.doi10.1016/j.tws.2016.01.010
dc.identifier.endpage79en_US
dc.identifier.issn0263-8231
dc.identifier.issn1879-3223
dc.identifier.scopus2-s2.0-84961356575en_US
dc.identifier.startpage68en_US
dc.identifier.urihttps://doi.org/10.1016/j.tws.2016.01.010
dc.identifier.urihttps://hdl.handle.net/11363/7771
dc.identifier.volume102en_US
dc.identifier.wosWOS:000372386100006en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.language.isoenen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofThin-Walled Structuresen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.snmz20240903_Gen_US
dc.subjectStabilityen_US
dc.subjectFG truncated conical shellsen_US
dc.subjectExternal pressuresen_US
dc.subjectCritical lateral and hydrostatic pressuresen_US
dc.subjectShear deformation theoryen_US
dc.subjectTwo-parameter elastic foundationsen_US
dc.titleCombined effects of elastic foundations and shear stresses on the stability behavior of functionally graded truncated conical shells subjected to uniform external pressuresen_US
dc.typeArticleen_US

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