Influence of elastic foundations and carbon nanotube reinforcement on the hydrostatic buckling pressure of truncated conical shells

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dc.contributor.authorSofiyev, Abdullah H.
dc.contributor.authorPirmamedov, I. T.
dc.contributor.authorKuruoğlu, Nuri
dc.date.accessioned2023-09-15T13:40:30Z
dc.date.available2023-09-15T13:40:30Z
dc.date.issued2020en_US
dc.departmentMühendislik ve Mimarlık Fakültesien_US
dc.description.abstractIn this study, the effects of elastic foundations (EFs) and carbon nanotube (CNT) reinforcement on the hydrostatic buckling pressure (HBP) of truncated conical shells (TCSs) are investigated. The first order shear deformation theory (FOSDT) is generalized to the buckling problem of TCSs reinforced with CNTs resting on the EFs for the first time. The material properties of composite TCSs reinforced with CNTs are graded linearly according to the thickness coordinate. The Winkler elastic foundation (W-EF) and Pasternak elastic foundation (P-EF) are considered as the EF. The basic relations and equations of TCSs reinforced with CNTs on the EFs are obtained in the framework of the FOSDT and solved using the Galerkin method. One of the innovations in this study is to obtain a closed-form solution for the HBP of TCSs reinforced with CNTs on the EFs. Finally, the effects of the EFs and various types CNT reinforcements on the HBP are investigated simultaneously. The obtained results are compared with the results in the literature, and the accuracy of results is confirmed.en_US
dc.identifier.doi10.1007/s10483-020-2631-7en_US
dc.identifier.endpage1026en_US
dc.identifier.issn0253-4827
dc.identifier.issn1573-2754
dc.identifier.issue7en_US
dc.identifier.scopus2-s2.0-85097610133en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage1011en_US
dc.identifier.urihttps://hdl.handle.net/11363/5541
dc.identifier.urihttps://doi.org/
dc.identifier.volume41en_US
dc.identifier.wosWOS:000545089600003en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorKuruoğlu, Nuri
dc.language.isoenen_US
dc.publisherSHANGHAI UNIV, 149 YANCHANG RD, SHANGHAI 200072, PEOPLES R CHINAen_US
dc.relation.ispartofApplied Mathematics and Mechanics (English Edition)en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 United States*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/us/*
dc.subjecttruncated conical shell (TCS)en_US
dc.subjectcarbon nanotube (CNT)en_US
dc.subjectWinkler elastic foundation (W-EF)en_US
dc.subjectPasternak elastic foundation (P-EF)en_US
dc.subjecthydrostatic pressureen_US
dc.subjectbucklingen_US
dc.titleInfluence of elastic foundations and carbon nanotube reinforcement on the hydrostatic buckling pressure of truncated conical shellsen_US
dc.typeArticleen_US

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