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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.accessioned2017-03-21T13:40:09Z
dc.date.issued2016
dc.identifier.citationBUCHANAN, C., Real, E., Gardner, L. Testing and design of stainless steel CHS columns. A: International Conference on Steel and Aluminium Structures. "Steel and aluminium structures: Proceedings of the 8th International Conference on Steel and Aluminium Structures: Hong Kong, China, 7-9 December 2016". Hong Kong: 2016, p. 201-218.
dc.identifier.isbn9789628014262
dc.identifier.urihttp://hdl.handle.net/2117/102747
dc.description.abstractStainless steel is an increasingly popular construction material due to its combination of durability and favourable mechanical properties. Circular hollow sections (CHS) are widely used due to their aesthetic appeal and structural advantages over open cross-sections. It has been observed from the limited existing stainless steel CHS column buckling dataset that the current Eurocode 3 provisions can be unconservative in their capacity predictions. To address both the limited dataset and the unconservative design provisions, a comprehensive stainless steel CHS column buckling experimental programme has been undertaken. The results of 17 austenitic, 9 duplex and 11 ferritic stainless steel CHS column buckling tests and 10 stub column tests are presented. The programme consisted of five different cross-sections (covering class 1 to class 4 sections) and a wide range of member slendernesses. Based on the assembled data, existing proposals are evaluated and initial design recommendations are made for a safe and efficient stainless steel CHS buckling curve.
dc.format.extent18 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques
dc.subject.lcshConstruction with hollow steel section
dc.subject.otherCircular hollow sections
dc.subject.otherDesign methods
dc.subject.otherExperiments
dc.subject.otherFlexural buckling
dc.subject.otherStainless steel
dc.subject.otherTesting.
dc.titleTesting and design of stainless steel CHS columns
dc.typeConference report
dc.subject.lemacAcer inoxidable -- Estructures
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.relation.publisherversionhttp://www.civil.hku.hk/ICSAS2016/pdf/ICSAS-2016-Conference-proceedings.zip
dc.rights.accessRestricted access - publisher's policy
drac.iddocument19746917
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
upcommons.citation.authorBUCHANAN, C., Real, E., Gardner, L.
upcommons.citation.contributorInternational Conference on Steel and Aluminium Structures
upcommons.citation.pubplaceHong Kong
upcommons.citation.publishedtrue
upcommons.citation.publicationNameSteel and aluminium structures: Proceedings of the 8th International Conference on Steel and Aluminium Structures: Hong Kong, China, 7-9 December 2016
upcommons.citation.startingPage201
upcommons.citation.endingPage218


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