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dc.contributor.authorArrayago Luquin, Itsaso
dc.contributor.authorReal Saladrigas, Esther
dc.contributor.authorMirambell Arrizabalaga, Enrique
dc.contributor.authorChacón Flores, Rolando Antonio
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2017-09-19T16:29:59Z
dc.date.issued2017
dc.identifier.citationArrayago, I., Real, E., Mirambell, E., Chacon, R. Global plastic design of stainless steel frames. A: European Conference on Steel and Composite Structures. "ce/papers, volume 1, Issue 2-3, September 2017". Copenhague: Wilhelm Ernst & Sohn, 2017, p. 3463-3471.
dc.identifier.isbn2509-7075
dc.identifier.urihttp://hdl.handle.net/2117/107789
dc.description.abstractThe use of stainless steel structures has increased during the last decade due to their durability, aesthetics and mechanical properties such as ductility, considerable strain hardening and excellent fire resistance. However, the majority of conducted research works have only focused on single isolated stainless steel members and advances in the analysis of stainless steel frames are limited. EN1993-1-4 does not provide global plastic design rules for indeterminate stainless steel structures, such as frames, despite their proved high ductility. On the other hand, the lack of guidance on plastic design is an obstacle for the optimal design of stainless steel structures, leading to uneconomical design. This paper presents a preliminary study on non-sway stainless steel frames with stocky hollow cross-sections. The study of the behaviour of stainless steel frames is based on numerical parametric studies, considering the nonlinear material behaviour and different stainless steel types (austenitic and ferritic). The paper deals with the redistribution of internal forces and assesses the existing methods based on global plastic design for frames with stocky cross-sections, where alternative design approaches accounting for moment redistribution and strain hardening effects are analysed in addition to traditional plastic design method. Preliminary results demonstrate that including bending moment redistribution and strain hardening effects in capacity predictions is essential for an efficient design of stainless steel structures.
dc.format.extent9 p.
dc.language.isoeng
dc.publisherWilhelm Ernst & Sohn
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques
dc.subject.lcshStainless steel--Testing
dc.titleGlobal plastic design of stainless steel frames
dc.typeConference report
dc.subject.lemacAcer inoxidable -- Proves
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.identifier.doi10.1002/cepa.401
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://onlinelibrary.wiley.com/doi/10.1002/cepa.401/abstract
dc.rights.accessRestricted access - publisher's policy
local.identifier.drac21544445
dc.description.versionPostprint (published version)
dc.relation.projectidinfo:eu-repo/grantAgreement/MINECO/1PE/BIA2016-75678-R
dc.date.lift10000-01-01
local.citation.authorArrayago, I.; Real, E.; Mirambell, E.; Chacon, R.
local.citation.contributorEuropean Conference on Steel and Composite Structures
local.citation.pubplaceCopenhague
local.citation.publicationNamece/papers, volume 1, Issue 2-3, September 2017
local.citation.startingPage3463
local.citation.endingPage3471


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