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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Rabi, M | - |
dc.contributor.author | Shamass, R | - |
dc.contributor.author | Cashell, KA | - |
dc.date.accessioned | 2022-05-24T14:29:20Z | - |
dc.date.available | 2022-05-24T14:29:20Z | - |
dc.date.issued | 2022-04-21 | - |
dc.identifier.citation | Rabi, M., Shamass, R. and Cashell, K.A. 'Experimental investigation on the flexural behaviour of stainless steel reinforced concrete beams', Structure and Infrastructure Engineering, 19 (12), pp. 1847 - 1859. doi: 10.1080/15732479.2022.2065687. | en_US |
dc.identifier.issn | 1573-2479 | - |
dc.identifier.uri | https://bura.brunel.ac.uk/handle/2438/24627 | - |
dc.format.extent | 1847 - 1859 | - |
dc.format.medium | Print-Electronic | - |
dc.language | English | - |
dc.language.iso | en_US | en_US |
dc.publisher | Routledge (Taylor & Francis Group) | en_US |
dc.rights | Copyright © 2022 Taylor & Francis. This is an Accepted Manuscript of an article published by Taylor & Francis in Structure and Infrastructure Engineering on 21 Apr 2022, available online: : https://www.tandfonline.com/doi/full/10.1080/15732479.2022.2065687. | - |
dc.rights.uri | https://creativecommons.org/licenses/by-nc/4.0/ | - |
dc.subject | stainless steel reinforcement | en_US |
dc.subject | reinforced concrete beams | en_US |
dc.subject | continuous strength method | en_US |
dc.subject | experimental tests | en_US |
dc.subject | deflections | en_US |
dc.subject | design guidance | en_US |
dc.subject | serviceability | en_US |
dc.title | Experimental investigation on the flexural behaviour of stainless steel reinforced concrete beams | en_US |
dc.type | Article | en_US |
dc.identifier.doi | https://doi.org/10.1080/15732479.2022.2065687 | - |
dc.relation.isPartOf | Structure and Infrastructure Engineering | - |
pubs.issue | 12 | - |
pubs.publication-status | Published online | - |
pubs.volume | 19 | - |
dc.identifier.eissn | 1744-8980 | - |
Appears in Collections: | Dept of Civil and Environmental Engineering Research Papers |
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FullText.pdf | Copyright © 2022 Taylor & Francis. This is an Accepted Manuscript of an article published by Taylor & Francis in Structure and Infrastructure Engineering on 21 Apr 2022, available online: : https://www.tandfonline.com/doi/full/10.1080/15732479.2022.2065687. | 2.08 MB | Adobe PDF | View/Open |
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