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dc.creatorDobrić, Jelena
dc.creatorFilipović, Aljoša
dc.creatorBaddoo, Nancy
dc.creatorMarković, Zlatko
dc.creatorBuđevac, Dragan
dc.date.accessioned2021-12-29T14:44:23Z
dc.date.available2021-12-29T14:44:23Z
dc.date.issued2021
dc.identifier.isbn978-86-7518-212-2 (GF)
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2607
dc.description.abstractPravila za proračun centrično pritisnutih elemenata ravnokrakog L poprečnog preseka od nerđajućeg čelika nisu eksplicitno definisana u važećem evropskom standardu SRPS EN 1993- 1-4. Ovaj rad ukratko prikazuje rezultate opsežnog istraživanja sprovedenog na ovom tipu konstruktivnih elemenata sa ciljem definisanja preporuka za njihov proračun. Na osnovu sistematičnog eksperimentalnog istraživanja, sprovedena je detaljna numerička analiza i definisana baza podataka graničnih nosivosti stubova. Materijalna i geometrijska nelinerana analiza obuhvatila je tri ključne legure nerđajućeg čelika, austenitnu, feritnu i dupleks leguru. Preporučene su krive izvijanja za kontrolu stabilnosti na fleksiono i fleksiono-torziono izvijanje u skladu sa evropskim proračunskim procedurama.sr
dc.description.abstractThe design rules for centrically compressed stainless steel equal-leg angle members are not explicitly stated in the current European standard SRPS EN 1993-1-4. This paper summarizes the results of extensive research conducted on this type of structural elements aiming to define recommendations for their design. Based on a systematic experimental investigation, a detailed numerical analysis was performed, and a database of columns’ resistances were defined. Material and geometric nonlinear analysis included three key stainless steel alloys, austenitic, ferritic and duplex. The design curves for flexural and flexural–torsional buckling check have been proposed in accordance with European codified procedures.sr
dc.language.isoensr
dc.publisherUniverzitet u Beogradu Građevinski fakultetsr
dc.publisherDruštvo građevinskih konstruktera Srbijesr
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36048/RS//sr
dc.rightsopenAccesssr
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceASES International congress proceedings / Association of Structural Engineers of Serbia, 16th Congresssr
dc.subjectnerđajući čeliksr
dc.subjecthladnooblikovan L poprečni preseksr
dc.subjectfleksiono izvijanjesr
dc.subjectfleksiono- torziono izvijanjesr
dc.subjectkriva izvijanjasr
dc.subjectproračunsr
dc.subjectstainless steelsr
dc.subjectcold-formed angle sectionsr
dc.subjectflexural bucklingsr
dc.subjectflexural-torsional bucklingsr
dc.subjectbuckling curvessr
dc.subjectdesignsr
dc.titleThe new buckling curves for cold-formed stainless steel equal-leg angle columnssr
dc.typeconferenceObjectsr
dc.rights.licenseBY-NC-NDsr
dc.citation.epage510
dc.citation.spage501
dc.identifier.fulltexthttp://grafar.grf.bg.ac.rs/bitstream/id/10130/bitstream_10130.pdf
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_2607
dc.type.versionpublishedVersionsr


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