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Naji, M. |
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Motta, Antonella |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Petrov, R. H. | Madrid |
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Casati, R. |
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Kočí, Jan | Prague |
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Ospanova, Alyiya |
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Ali, M. A. |
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Rančić, M. |
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Azevedo, Nuno Monteiro |
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Lopes, Nuno
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Publications (9/9 displayed)
- 2024Fire resistance of austenitic stainless steel beams with rectangular hollow sectionscitations
- 2024Bending resistance of austenitic stainless steel hollow sections at elevated temperaturescitations
- 2023Fire resistance of austenitic stainless steel beams with rectangular hollow sectionscitations
- 2010Lateral-torsional buckling of carbon steel and stainless steel beams subjected to combined end moments and transverse loads in case of fire
- 2010Axially Loaded Stainless Steel Columns in Case of Firecitations
- 2010Numerical modelling of the behaviour of a stainless steel portal frame subjected to fire
- 2010Numerical Modelling of Thin-Walled Stainless Steel Structural Elements in Case of Firecitations
- 2007Stainless steel beam-columns in case of fire
- 2007Lateral-torsional Buckling of Ferritic Stainless Steel Beams in Case of Fire
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article
Fire resistance of austenitic stainless steel beams with rectangular hollow sections
Abstract
<jats:title>Abstract</jats:title><jats:p>This paper presents a study on the structural behaviour of stainless steel profiles under fire conditions. An experimental campaign of three‐point bending tests on rectangular hollow section beams of the grade 1.4301 (also known as 304) were conducted, considering both steady‐state and transient state conditions. Prior to those tests, the mechanical characterization of the stainless steel was investigated. The constitutive laws obtained by tensile tests at high temperatures are compared with those recommended in Eurocode 3, whose respective material models were recently proposed for modifications, still requiring complete validation. In addition, numerical modelling of the bending tests has been performed afterwards achieving close approximation to the observed experimental results. Finally, analytical methods to predict the load‐deflection behaviour are also presented. Good agreement between the considered methodologies was attained validating their application on the prediction of the fire behaviour of stainless steel beams.</jats:p>