Buckling analysis of shear deformable composite conical shells reinforced by CNTs subjected to combined loading on the two-parameter elastic foundation

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dc.contributor.authorSofiyev A.H.
dc.contributor.authorKuruoglu N.
dc.date.accessioned2023-02-14T12:20:52Z
dc.date.available2023-02-14T12:20:52Z
dc.date.issued2022en_US
dc.departmentRektörlük, Bilişim Teknolojileri Uygulama ve Araştırma Merkezien_US
dc.description.abstractThe main objective of this study is to investigate the buckling analysis of CCSs reinforced by CNTs subjected to combined loading of hydrostatic pressure and axial compression resting on the two-parameter elastic foundation (T-P-EF). It is one of the first attempts to derive the governing equations of the CCSs reinforced with CNTs, based on a generalized first-order shear deformation shell theory (FSDST) which includes shell-foundation interaction. By adopting the extended mixing rule, the effective material properties of CCSs reinforced by CNTs with linear distributions are approximated by introducing some efficiency parameters. Three carbon nanotube distribution in the matrix, i.e. uniform distribution (U) and V and X-types linear distribution are taken into account. The stability equations are solved by using the Galerkin procedure to determine the combined buckling loads (CBLs) of the structure selected here. The numerical illustrations cover CBLs characteristics of CCSs reinforced by CNTs in the presence of the T-P-EF. Finally, a parametric study is carried out to study the influences of the foundation parameters, the volume fraction of carbon nanotubes and the types of reinforcement on the CBLs.en_US
dc.identifier.doi10.1016/j.dt.2020.12.007en_US
dc.identifier.endpage218en_US
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-85100659970en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage205en_US
dc.identifier.urihttps://hdl.handle.net/11467/6227
dc.identifier.urihttps://doi.org/10.1016/j.dt.2020.12.007
dc.identifier.volume18en_US
dc.identifier.wosWOS:000754538400004en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherChina Ordnance Industry Corporationen_US
dc.relation.ispartofDefence Technologyen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectCNTs; Combined buckling loads; Composite conical shells; Nanocomposites; Shear deformation shell theories; Two-parameter elastic foundationsen_US
dc.titleBuckling analysis of shear deformable composite conical shells reinforced by CNTs subjected to combined loading on the two-parameter elastic foundationen_US
dc.typeArticleen_US

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