Testing and design of stainless steel CHS columns

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To access the full text documents, please follow this link: http://hdl.handle.net/2117/102747

dc.contributor	Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.contributor	Universitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.contributor.author	BUCHANAN, Craig
dc.contributor.author	Real Saladrigas, Esther
dc.contributor.author	Gardner, Leroy
dc.date	2016
dc.identifier.citation	BUCHANAN, 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.citation	9789628014262
dc.identifier.uri	http://hdl.handle.net/2117/102747
dc.language.iso	eng
dc.relation	http://www.civil.hku.hk/ICSAS2016/pdf/ICSAS-2016-Conference-proceedings.zip
dc.rights	info:eu-repo/semantics/openAccess
dc.subject	Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques
dc.subject	Construction with hollow steel section
dc.subject	Circular hollow sections
dc.subject	Design methods
dc.subject	Experiments
dc.subject	Flexural buckling
dc.subject	Stainless steel
dc.subject	Testing.
dc.subject	Acer inoxidable -- Estructures
dc.title	Testing and design of stainless steel CHS columns
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	info:eu-repo/semantics/conferenceObject
dc.description.abstract	Stainless 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.

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