Design of welded stainless steel I-shaped members subjected to shear

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To access the full text documents, please follow this link: http://hdl.handle.net/2117/175398

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	Chen, X.W.
dc.contributor.author	Real Saladrigas, Esther
dc.contributor.author	Yuan, H.X.
dc.contributor.author	Du, X.X.
dc.date	2020-01
dc.identifier.citation	Chen, X. [et al.]. Design of welded stainless steel I-shaped members subjected to shear. "Thin-walled structures", Gener 2020, vol. 146, p. 106465:1-106465:10.
dc.identifier.citation	0263-8231
dc.identifier.citation	10.1016/j.tws.2019.106465
dc.identifier.uri	http://hdl.handle.net/2117/175398
dc.language.iso	eng
dc.relation	https://www.sciencedirect.com/science/article/pii/S0263823119311164
dc.rights	© 2019. Elsevier
dc.rights	Attribution-NonCommercial-NoDerivatives 4.0 International
dc.rights	https://creativecommons.org/licenses/by-nc-nd/4.0/
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	Stainless steel
dc.subject	Stainless steel
dc.subject	Shear design
dc.subject	I-shaped member
dc.subject	Tension field action
dc.subject	Reliability analysis
dc.subject	Acer inoxidable -- Estructures
dc.title	Design of welded stainless steel I-shaped members subjected to shear
dc.type	info:eu-repo/semantics/submittedVersion
dc.type	info:eu-repo/semantics/article
dc.description.abstract	This paper aims to develop design methods for the shear strength of welded stainless steel I-shaped members. The current American AISC Design Guide 27 has been published for Structural Stainless Steel, and it refers to the specification ANSI/AISC 360-16 for structural steel buildings for the shear strength without considering tension field action (TFA). All the available test data on stainless steel plate girders were collected from literatures and employed to assess the provisions in the Design Guide 27, as well as the codified ones in Eurocode 3 Part 1.4. Based on the test results and obtained comparisons, two new proposals for unstiffened webs or webs with transverse stiffeners widely spaced (without TFA), and for interior webs with stiffeners spaced at 3hw or smaller (considering TFA) were developed and presented to match the format of the expressions in ANSI/AISC 360-16 for stainless steel webs under shear. Reliability analysis was further performed to calculate the Load and Resistance Factor Design (LRFD) resistance factors determined by the new proposals and to further justify the target factor in AISC Design Guide 27 for structural stainless steel.
dc.description.abstract	Peer Reviewed

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