Show simple item record

dc.contributor.authorArrayago Luquin, Itsaso
dc.contributor.authorGouveia, Maria
dc.contributor.authorChacón Flores, Rolando Antonio
dc.contributor.authorReal Saladrigas, Esther
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2018-09-18T18:29:54Z
dc.date.issued2018
dc.identifier.citationArrayago, I., Gouveia, M., Chacon, R., Real, E. Flexural buckling of stainless steel angle columns. A: International Conference on Thin-Walled Structures. "Eight International Conference on Thin-Walled Structures: ICTWS 2018: Lisbon, Portugal, July 24-27, 2018 2018, July 24-27, 2018, Lisbon, Portugal". 2018, p. 1-13.
dc.identifier.urihttp://hdl.handle.net/2117/121279
dc.description.abstractThe flexural buckling behavior of columns with open sections such as angles is complex due to their inherent coupled torsional-flexural buckling effects that are typically found for intermediate member slenderness. Research on stainless steel angle section columns is scarce and recent, so design provisions given for these members in the European Standard for stainless steel EN1993-1-4 tend to be overly conservative and they need to be revised. As a result, this paper presents the analysis of the behavior of stainless steel angle columns, where the influence of the interaction of flexural buckling with other buckling modes, such as torsional buckling, is addressed. The study is based on numerical analyses comprising several stainless steel grades (austenitic, ferritic and duplex), cross-section sizes and member slenderness. Buckling curves currently provided for stainless steel open sections have been evaluated for flexural buckling and torsional-flexural buckling, showing that the buckling curve adopted in EN1993-1-4 for the flexural buckling resistance is rather conservative, while the curve given for torsional-flexural buckling seems to provide sound results. Based on accuracy and reliability considerations, it is proposed that the buckling curve c is used for the minor axis flexural buckling resistance of stainless steel columns with angle sections
dc.format.extent13 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques
dc.subject.lcshColumns, Iron and steel
dc.subject.otherAngle section
dc.subject.otherBuckling curve
dc.subject.otherFlexural buckling
dc.subject.otherReliability analysis
dc.subject.otherStainless steel
dc.subject.otherTorsional-flexural buckling
dc.titleFlexural buckling of stainless steel angle columns
dc.typeConference report
dc.subject.lemacColumnes -- Disseny i construcció
dc.subject.lemacConstruccions metàl·liques
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.rights.accessRestricted access - publisher's policy
drac.iddocument23330314
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
upcommons.citation.authorArrayago, I., Gouveia, M., Chacon, R., Real, E.
upcommons.citation.contributorInternational Conference on Thin-Walled Structures
upcommons.citation.publishedtrue
upcommons.citation.publicationNameEight International Conference on Thin-Walled Structures: ICTWS 2018: Lisbon, Portugal, July 24-27, 2018 2018, July 24-27, 2018, Lisbon, Portugal
upcommons.citation.startingPage1
upcommons.citation.endingPage13


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record

All rights reserved. This work is protected by the corresponding intellectual and industrial property rights. Without prejudice to any existing legal exemptions, reproduction, distribution, public communication or transformation of this work are prohibited without permission of the copyright holder