Mehwish, J;
Cashell, KA;
Shamass, R;
(2023)
Flexure Response of Stainless-Steel-Reinforced Concrete (SSRC) Beams Subjected to Fire †.
Engineering Proceedings
, 44
(1)
, Article 20. 10.3390/engproc2023044020.
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Abstract
This paper examines the behavior of stainless-steel-reinforced concrete (SSRC) flexural members subjected to fire. Stainless steel (SS) reinforcement has gained popularity due to its corrosion resistance and long maintenance-free life. However, there is an insufficiency of performance data and design guidance in the present literature. This paper presents a numerical assessment of SSRC structural elements using a material model based on experimental tests. A finite element model was utilized to simulate and analyze the response of SSRC beams under fire. This study compared the behavior of SSRC beams with traditional carbon-steel-reinforced concrete (CSRC) beams, demonstrating that SSRC members have a higher load carrying capacity and can sustain fire exposure for longer durations. Additionally, SSRC beams exhibited higher deflections during fire exposure compared to CSRC beams.
Type: | Article |
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Title: | Flexure Response of Stainless-Steel-Reinforced Concrete (SSRC) Beams Subjected to Fire † |
Open access status: | An open access version is available from UCL Discovery |
DOI: | 10.3390/engproc2023044020 |
Publisher version: | https://doi.org/10.3390/engproc2023044020 |
Language: | English |
Additional information: | © 2023 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). |
Keywords: | ABAQUS; finite element modeling; stainless steel; reinforced concrete |
UCL classification: | UCL UCL > Provost and Vice Provost Offices > UCL BEAMS UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science > Dept of Civil, Environ and Geomatic Eng |
URI: | https://discovery-pp.ucl.ac.uk/id/eprint/10178785 |
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