Flexure Response of Stainless-Steel-Reinforced Concrete (SSRC) Beams Subjected to Fire
Journal article
Mehwish, J., Cashell, K.A. and Shamass, R. (2023). Flexure Response of Stainless-Steel-Reinforced Concrete (SSRC) Beams Subjected to Fire. Engineering Proceedings. 44 (1), p. 20. https://doi.org/10.3390/engproc2023044020
| Authors | Mehwish, J., Cashell, K.A. and Shamass, R. |
|---|---|
| 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. |
| Year | 2023 |
| Journal | Engineering Proceedings |
| Journal citation | 44 (1), p. 20 |
| Publisher | MDPI |
| ISSN | 2673-4591 |
| Digital Object Identifier (DOI) | https://doi.org/10.3390/engproc2023044020 |
| Web address (URL) | https://www.mdpi.com/2673-4591/44/1/20 |
| Publication dates | |
| Online | 07 Sep 2023 |
| Publication process dates | |
| Deposited | 12 Sep 2023 |
| Publisher's version | License File Access Level Open |
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