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http://bura.brunel.ac.uk/handle/2438/28234Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Mehwish, J | - |
| dc.contributor.author | Cashell, KA | - |
| dc.contributor.author | Shamass, R | - |
| dc.coverage.spatial | Islamabad, Pakistan | - |
| dc.date.accessioned | 2024-02-06T19:34:51Z | - |
| dc.date.available | 2023-09-07 | - |
| dc.date.available | 2024-02-06T19:34:51Z | - |
| dc.date.issued | 2023-09-07 | - |
| dc.identifier | ORCID iD: Javaria Mehwish https://orcid.org/0000-0001-6304-8915 | - |
| dc.identifier | ORCID iD: Katherine A. Cashell https://orcid.org/0000-0003-2804-4542 | - |
| dc.identifier | ORCID iD: Rabee Shamass https://orcid.org/0000-0002-7990-8227 | - |
| dc.identifier.citation | 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), 20, pp. 1 - 5. doi: 10.3390/engproc2023044020. | en_US |
| dc.identifier.uri | https://bura.brunel.ac.uk/handle/2438/28234 | - |
| dc.description | Data Availability Statement: The data that support the findings of this study are available from the corresponding author, [J.M. and K.A.C.], upon reasonable request. | en_US |
| dc.description | † Presented at the 5th Conference on Sustainability in Civil Engineering (CSCE), Online, 3 August 2023. | - |
| dc.description.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. | en_US |
| dc.description.sponsorship | UKRI, under an EPSRC Standard Research Studentship (DTP). The funding training grant number is EP/R512990/1. | en_US |
| dc.format.extent | 1 - 5 | - |
| dc.format.medium | Electronic | - |
| dc.language | English | - |
| dc.language.iso | en_US | en_US |
| dc.publisher | MDPI | en_US |
| dc.rights | Copyright © 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/). | - |
| dc.rights.uri | https://creativecommons.org/licenses/by/4.0/ | - |
| dc.source | 5th Conference on Sustainability in Civil Engineering (CSCE) | - |
| dc.source | 5th Conference on Sustainability in Civil Engineering (CSCE) | - |
| dc.subject | ABAQUS | en_US |
| dc.subject | finite element modeling | en_US |
| dc.subject | stainless steel | en_US |
| dc.subject | reinforced concrete | en_US |
| dc.title | Flexure Response of Stainless-Steel-Reinforced Concrete (SSRC) Beams Subjected to Fire † | en_US |
| dc.type | Conference Paper | en_US |
| dc.identifier.doi | https://doi.org/10.3390/engproc2023044020 | - |
| dc.relation.isPartOf | Engineering Proceedings | - |
| pubs.finish-date | 2023-08-03 | - |
| pubs.finish-date | 2023-08-03 | - |
| pubs.issue | 1 | - |
| pubs.publication-status | Published | - |
| pubs.start-date | 2023-08-03 | - |
| pubs.start-date | 2023-08-03 | - |
| pubs.volume | 44 | - |
| dc.identifier.eissn | 2673-4591 | - |
| dc.rights.holder | The authors | - |
| Appears in Collections: | Dept of Civil and Environmental Engineering Research Papers | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| FullText.pdf | Copyright © 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/). | 1.46 MB | Adobe PDF | View/Open |
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