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Torsion and its interaction with other internal forces in EN 1993-1-1: a new approach
dc.contributor.author | Mirambell Arrizabalaga, Enrique |
dc.contributor.author | Bordallo, Jordi |
dc.contributor.author | Real Saladrigas, Esther |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental |
dc.date.accessioned | 2016-09-13T14:37:10Z |
dc.date.available | 2017-09-01T00:30:55Z |
dc.date.issued | 2016-08 |
dc.identifier.citation | Mirambell, E., Bordallo, J., Real, E. Torsion and its interaction with other internal forces in EN 1993-1-1: a new approach. "Steel Construction", Agost 2016, vol. 9, núm. 3, p. 240-248. |
dc.identifier.issn | 1867-0520 |
dc.identifier.uri | http://hdl.handle.net/2117/89889 |
dc.description | This is the accepted version of the following article: [Real, E., Bordallo, J. and Real, E. (2016), Torsion and its interaction with other internal forces in EN 1993-1-1 – a new approach. Steel Construction, 9: 240–248. doi:10.1002/stco.201500005], which has been published in final form at http://onlinelibrary.wiley.com/doi/10.1002/stco.201500005/abstract |
dc.description.abstract | This paper presents and clarifies the treatments included in EN 1993-1-1, relating to checking the resistance of the steel cross-sections under torsion and its interaction with other internal forces. Specifically, the origin of the formulations for shear-torsion interaction, which was not found in the literature, is presented. Furthermore, a very simple formulation based on the expressions used for shear-torsion interaction is developed, in order to take into account bending-warping torsion interaction for symmetrical double T cross-sections (IP and HE steel profiles). Such formulation overcomes the overly conservative approach stated in EN 1993-1-1, for Class 1 and Class 2 cross-sections (plastic and compact cross-sections). Finally, a rigorous method for the determination of the bending resistance of cross-sections is proposed, considering the interaction with shear and torsion. The proposal is well suited to the concept of cross-sectional class and it is perfectly consistent with the approaches set out to consider the bending-shear and bending-warping torsion interactions. |
dc.format.extent | 9 p. |
dc.language.iso | eng |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques |
dc.subject.lcsh | EN1993 Eurocode 3 (Standard) |
dc.subject.lcsh | Steel, Structural--Standards |
dc.subject.other | Shear-torsion interaction |
dc.subject.other | Bending-shear-torsion interaction |
dc.subject.other | Design expressions |
dc.subject.other | EN 1993-1-1 |
dc.title | Torsion and its interaction with other internal forces in EN 1993-1-1: a new approach |
dc.type | Article |
dc.subject.lemac | Eurocodis (Normes) |
dc.subject.lemac | Estructures d'obra -- Normes -- Europa |
dc.contributor.group | Universitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials |
dc.identifier.doi | 10.1002/stco.201500005 |
dc.description.peerreviewed | Peer Reviewed |
dc.relation.publisherversion | http://onlinelibrary.wiley.com/doi/10.1002/stco.201500005/abstract |
dc.rights.access | Open Access |
local.identifier.drac | 18875694 |
dc.description.version | Postprint (author's final draft) |
local.citation.author | Mirambell, E.; Bordallo, J.; Real, E. |
local.citation.publicationName | Steel Construction |
local.citation.volume | 9 |
local.citation.number | 3 |
local.citation.startingPage | 240 |
local.citation.endingPage | 248 |
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