Brunel University Research Archive(BURA) preserves and enables easy and open access to all
types of digital content. It showcases Brunel's research outputs.
Research contained within BURA is open access, although some publications may be subject
to publisher imposed embargoes. All awarded PhD theses are also archived on BURA.
Please use this identifier to cite or link to this item:
http://bura.brunel.ac.uk/handle/2438/24627Full metadata record
| 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 | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| 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 |
This item is licensed under a Creative Commons License
