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Axial Force And Deformation Of A Restrained Steel Beam In Fire: Description and validation of a simplified analytical procedure
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Fire Engineering.ORCID iD: 0000-0002-7286-5500
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Fire Engineering.ORCID iD: 0000-0003-4791-2341
University of Coimbra, Department of Civil Engineering.
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2016 (English)In: Advanced steel construction, ISSN 1816-112X, Vol. 12, no 2, p. 174-193, article id 6Article in journal (Refereed) Published
Abstract [en]

Structural fire design is exceedingly adopting the performance based approach. There are evidentadvantages of this approach compared to the prescriptive methods from codes. An analytical procedure, based on thereal performance, must accurately predict the beam behaviour in fire. The study presented here proposes one suchsimplified analytical procedure aim to predict the real behaviour of a restrained steel beam. The proposed analyticalprocedure is validated through FE Analysis using FE models validated through test results. The study also attempts toestablish the importance of using semi-rigid connection strength with respect to accurately predicting the behaviorof the restrained beam at catenary stage.

Place, publisher, year, edition, pages
2016. Vol. 12, no 2, p. 174-193, article id 6
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
URN: urn:nbn:se:ltu:diva-2778DOI: 10.18057/IJASC.2016.12.2.Local ID: 077788be-f28a-46f9-943e-cb9304d7eb37OAI: oai:DiVA.org:ltu-2778DiVA, id: diva2:975631
Note
Validerad; 2016; Nivå 2; 20160615 (naviqb)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2018-06-08Bibliographically approved

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Iqbal, NaveedHeistermann, TimVeljkovic, Milan

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