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dc.contributor.authorBUCHANAN, Craig
dc.contributor.authorReal Saladrigas, Esther
dc.contributor.authorGardner, Leroy
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2017-03-21T13:36:58Z
dc.date.issued2016
dc.identifier.citationBUCHANAN, C., Real, E., Gardner, L. Beam-column behaviour of ferritic stainless steel CHS members. A: International Conference on Coupled Instabilities in Metal Structures. "Proceedings of the 7th International Conference on Coupled Instabilities in Metal Structures: Baltimore, Maryland, November 7-8, 2016". Baltimore: 2016, p. 101-119.
dc.identifier.urihttp://hdl.handle.net/2117/102746
dc.description.abstractStainless steel is gaining wider usage in a range of engineering applications due to its favourable mechanical properties and corrosion resistance, with ferritic grades expected to become more prevalent in construction due to their lower and more stable cost compared with traditional austenitic and duplex grades. Circular hollow sections (CHS) are a popular structural cross-section due to their visual appeal and structural attributes. A series of ferritic stainless steel CHS beam-column tests have been undertaken, addressing a lack of existing experimental data for this cross-section type and metallic material. In total, 26 beam-column tests, including two section sizes (a non-slender class 3 and slender class 4 cross-section), two member slenderness values and a wide range of loading eccentricities have been undertaken to investigate the interaction between local and global buckling. The experimental results have also been used to assess current design guidance along with previous stainless steel CHS continuous strength method proposals. The outcome is a new comprehensive dataset, along with initial design recommendations for CHS ferritic stainless steel beam-columns.
dc.format.extent19 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques
dc.subject.lcshFerritic steel--Testing
dc.titleBeam-column behaviour of ferritic stainless steel CHS members
dc.typeConference report
dc.subject.lemacAcer ferrític
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.rights.accessRestricted access - publisher's policy
drac.iddocument19746990
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
upcommons.citation.authorBUCHANAN, C., Real, E., Gardner, L.
upcommons.citation.contributorInternational Conference on Coupled Instabilities in Metal Structures
upcommons.citation.pubplaceBaltimore
upcommons.citation.publishedtrue
upcommons.citation.publicationNameProceedings of the 7th International Conference on Coupled Instabilities in Metal Structures: Baltimore, Maryland, November 7-8, 2016
upcommons.citation.startingPage101
upcommons.citation.endingPage119


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