Buckling of axially loaded shell structures made of stainless steel

Basit Öğe Kaydı
dc.contributor.authorZeybek, Ozer
dc.contributor.authorCelik, Ali Ihsan
dc.contributor.authorOzkilic, Yasin Onuralp
dc.date.accessioned2024-02-23T14:31:25Z
dc.date.available2024-02-23T14:31:25Z
dc.date.issued2023
dc.departmentNEÜen_US
dc.description.abstractStainless steels are commonly employed in engineering applications since they have superior properties such as low maintenance cost, and high temperature and corrosion resistance. These features allow them to be preferred in cylindrical shell structures as well. The behavior of a cylindrical shell structure made of stainless steel can be quite different from that made of carbon steel, as the material properties differ from each other. This paper deals with buckling behavior of axially loaded cylindrical shells made of stainless-steel. For this purpose, a combined experimental and numerical study was carried out. The experimental study comprised of testing of 18 cylindrical specimens. Following the experimental study, a numerical study was first conducted to validate test results. The comparisons show that finite element models provide good agreement with test results. Then, a numerical parametric study consisting of 450 models was performed to develop more generalized design recommendations for axially compressed cylindrical shell structures made of stainless steel. A simple formula was proposed for the practical design purposes. In other words, buckling strength curve equation is developed for three different fabrication quality.en_US
dc.description.sponsorshipKayseri University [FBA-2022-1064]; Ministry of Science and Higher Education of the Russian Federation, World-class Research Center program: Advanced Digital Technologies [075-15-2022-312]en_US
dc.description.sponsorshipThe research described in this paper was financially supported by the Kayseri University coded with FBA-2022-1064 and Ministry of Science and Higher Education of the Russian Federation as part of World-class Research Center program: Advanced Digital Technologies (contract No. 075-15-2022-312 dated 20.04.2022) .en_US
dc.identifier.doi10.12989/scs.2023.48.6.681
dc.identifier.endpage691en_US
dc.identifier.issn1229-9367
dc.identifier.issn1598-6233
dc.identifier.issue6en_US
dc.identifier.scopus2-s2.0-85180599763en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage681en_US
dc.identifier.urihttps://doi.org/10.12989/scs.2023.48.6.681
dc.identifier.urihttps://hdl.handle.net/20.500.12452/15169
dc.identifier.volume48en_US
dc.identifier.wosWOS:001089053000006en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofSteel And Composite Structuresen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBucklingen_US
dc.subjectAxial Compressionen_US
dc.subjectCylindrical Shellsen_US
dc.subjectResistance Curveen_US
dc.subjectStainless Steelen_US
dc.titleBuckling of axially loaded shell structures made of stainless steelen_US
dc.typeArticleen_US

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