Publication:
Stability of EG Cylindrical Shells With Shear Stresses on a Pasternak Foundation

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dc.authorscopusid54411046200
dc.authorscopusid6603803044
dc.authorscopusid56399017900
dc.authorscopusid24280137000
dc.authorscopusid56010979700
dc.authorscopusid10339915000
dc.contributor.authorNajafov, A.M.
dc.contributor.authorSofiyev, A.H.
dc.contributor.authorHui, D.
dc.contributor.authorKaraca, Z.
dc.contributor.authorKalpakcı, V.
dc.contributor.authorÖzçelik, M.
dc.date.accessioned2020-06-21T13:52:49Z
dc.date.available2020-06-21T13:52:49Z
dc.date.issued2014
dc.departmentOndokuz Mayıs Üniversitesien_US
dc.department-temp[Najafov] Ali M., Institute for Machine Elements, Azerbaijan Technical University, Baku, Azerbaijan; [Sofiyev] A. Heydaroglu, Department of Civil Engineering, Süleyman Demirel Üniversitesi, Isparta, Isparta, Turkey; [Hui] David, Dr. Robert A. Savoie College of Engineering, New Orleans, LA, United States; [Karaca] Zeki, Department of Civil Engineering, Ondokuz Mayis Üniversitesi, Samsun, Turkey; [Kalpakcı] Volkan, Department of Civil Engineering, Hasan Kalyoncu University, Gaziantep, Turkey; [Özçelik] Mehmet Said, Department of Geological Engineering, Süleyman Demirel Üniversitesi, Isparta, Isparta, Turkeyen_US
dc.description.abstractThis article is the result of an investigation on the influence of a Pasternak elastic foundation on the stability of exponentially graded (EG) cylindrical shells under hydrostatic pressure, based on the first-order shear deformation theory (FOSDT) considering the shear stresses. The shear stresses shape function is distributed parabolic manner through the shell thickness. The governing equations of EG orthotropic cylindrical shells resting on the Pasternak elastic foundation on the basis of FOSDT are derived in the framework of Donnell-type shell theory. The novelty of present work is to achieve closed-form solutions for critical hydrostatic pressures of EG orthotropic cylindrical shells resting on Pasternak elastic foundation based on FOSDT. The expressions for critical hydrostatic pressures of EG orthotropic cylindrical shells with and without an elastic foundation based on CST are obtained, in special cases. Finally, the effects of Pasternak foundation, shear stresses, orthotropy and heterogeneity on critical hydrostatic pressures, based on FOSDT are investigated. © © 2014 Techno-Press, Ltd.en_US
dc.identifier.doi10.12989/scs.2014.17.4.453
dc.identifier.endpage470en_US
dc.identifier.issn1229-9367
dc.identifier.issn1598-6233
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-84904559210
dc.identifier.scopusqualityQ1
dc.identifier.startpage453en_US
dc.identifier.urihttps://doi.org/10.12989/scs.2014.17.4.453
dc.identifier.volume17en_US
dc.identifier.wosWOS:000344975700006
dc.identifier.wosqualityQ1
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofSteel and Composite Structuresen_US
dc.relation.journalSteel and Composite Structuresen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectBucklingen_US
dc.subjectComposite Structuresen_US
dc.subjectFunctionally Gradeden_US
dc.subjectInstability/Stabilityen_US
dc.subjectMaterial Propertiesen_US
dc.titleStability of EG Cylindrical Shells With Shear Stresses on a Pasternak Foundationen_US
dc.typeArticleen_US
dspace.entity.typePublication

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