Приказ основних података о документу

dc.creatorFilipović, A.
dc.creatorDobrić, Jelena
dc.creatorMarković, Zlatko
dc.creatorBaddoo, N.
dc.creatorFlajs, Željko
dc.date.accessioned2022-04-18T15:20:23Z
dc.date.available2022-04-18T15:20:23Z
dc.date.issued2019
dc.identifier.issn0350-2465
dc.identifier.urihttp://rims.institutims.rs/handle/123456789/362
dc.description.abstractA numerical study of compressive capacities of stainless steel angle columns is presented in the paper in order to assess the design procedures presented in Eurocode 3. The study focuses on pin-ended hot-rolled equal angle columns made of austenitic stainless steel grade EN 1.4301. The study shows that the implementation of buckling curve b, used for the design of carbon steel hot-rolled angles, gives higher and unsafe buckling resistance of equivalent stainless steel angles in low and intermediate slenderness domains in comparison with numerical results.en
dc.publisherUnion of Croatian Civil Engineers and Technicians
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36048/RS//
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.sourceGradjevinar
dc.subjectStainless steelen
dc.subjectFinite element analysisen
dc.subjectEurocode 3en
dc.subjectBucklingen
dc.subjectAngle columnen
dc.titleBuckling resistance of stainless steel angle columnen
dc.typearticle
dc.rights.licenseBY
dc.citation.epage558
dc.citation.issue7
dc.citation.other71(7): 547-558
dc.citation.rankM23
dc.citation.spage547
dc.citation.volume71
dc.identifier.doi10.14256/JCE.2563.2018
dc.identifier.fulltexthttp://rims.institutims.rs/bitstream/id/216/359.pdf
dc.identifier.scopus2-s2.0-85071262246
dc.type.versionpublishedVersion


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Приказ основних података о документу