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DC Field | Value | Language |
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dc.contributor.author | Al-Zu'bi, M | - |
dc.contributor.author | Fan, M | - |
dc.contributor.author | Al Rjoub, Y | - |
dc.contributor.author | Ashteyat, A | - |
dc.contributor.author | Al-Kheetan, MJ | - |
dc.contributor.author | Anguilano, L | - |
dc.date.accessioned | 2021-12-01T12:06:58Z | - |
dc.date.available | 2021-12-01T12:06:58Z | - |
dc.date.issued | 2021-09-29 | - |
dc.identifier | ORCID iD: Mizi Fan https://orcid.org/0000-0002-6609-3110 | - |
dc.identifier | ORCID iD: Yousef Al Rjoub https://orcid.org/0000-0003-3833-3495 | - |
dc.identifier | ORCID iD: Ahmed Ashteyat https://orcid.org/0000-0002-8833-5133 | - |
dc.identifier | ORCID iD: Mazen J. Al-Kheetan https://orcid.org/0000-0001-8366-7932 | - |
dc.identifier | ORCID iD: Lorna Anguilano https://orcid.org/0000-0002-3426-4157 | - |
dc.identifier.citation | Al-Zu'bi, M., et al. (2021) 'The effect of length and inclination of carbon fiber reinforced polymer laminates on shear capacity of near-surface mounted retrofitted reinforced concrete beams', Structural Concrete, 11 (6), pp. 3677 - 3691. doi: 10.1002/suco.202100198. | en_US |
dc.identifier.issn | 1464-4177 | - |
dc.identifier.uri | https://bura.brunel.ac.uk/handle/2438/23652 | - |
dc.description.abstract | Copyright © 2021 The Authors. This study undertakes a comprehensive investigation of the shear behavior of reinforced concrete (RC) beams strengthened by near surface mounted (NSM) carbon fiber reinforced polymer (CFRP) laminates. Different strengthening configurations were employed by varying the length and inclination angle of the CFRP laminates. Results indicated that NSM-CFRP strengthening increased the load-carrying capacity, ductility, stiffness, and toughness from 8% to 41%, 9% to 78%, 24% to 159%, and 22% to 254%, respectively. Results also confirmed that as the CFRP laminate length decreases, the efficacy of the strengthening process increases, where the load-carrying capacity, ductility, stiffness, and toughness improved from 8% to 19%, 10% to 21%, 8% to 68%, and 26% to 119%, respectively. Also, the comparative results revealed that specimens strengthened with 45°-inclined CFRP laminates versus those strengthened with vertical laminates had higher load-carrying capacity (2%–10%), ductility (1%–35%), stiffness (24%–40%), and toughness (13%–32%). Two analytical formulations to predict the contribution of the possible distinct NSM-CFRP shear strengthening configurations for the shear resistance of RC beams were considered. Results indicated an agreement between the experimental and the analytical results for both formulas, where the average values for the safety factor, k, urn:x-wiley:14644177:media:suco202100198:suco202100198-math-0001 were 0.80 and 0.73, with corresponding values of standard deviation of 0.195 and 0.125, respectively. | en_US |
dc.description.sponsorship | Deanship of Research at Jordan University of Science and Technology. Grant Number: 214/2016. | en_US |
dc.format.extent | 3677 - 3691 | - |
dc.format.medium | Print-Electronic | - |
dc.language | English | - |
dc.language.iso | en_US | en_US |
dc.publisher | Wiley on behalf of International Federation for Structural Concrete | en_US |
dc.rights | Copyright © 2021 The Authors. Structural Concrete published by John Wiley & Sons Ltd on behalf of International Federation for Structural Concrete. This is an open access article under the terms of the Creative Commons Attribution License, which permits use, distribution and reproduction in any medium, provided the original work is properly cited. | - |
dc.rights.uri | https://creativecommons.org/licenses/by/4.0/ | - |
dc.subject | analytical results | en_US |
dc.subject | CFRP laminates | en_US |
dc.subject | experimental results | en_US |
dc.subject | NSM technique | en_US |
dc.subject | RC beams | en_US |
dc.subject | shear strengthening | en_US |
dc.title | The effect of length and inclination of carbon fiber reinforced polymer laminates on shear capacity of near-surface mounted retrofitted reinforced concrete beams | en_US |
dc.type | Article | en_US |
dc.identifier.doi | https://doi.org/10.1002/suco.202100198 | - |
dc.relation.isPartOf | Structural Concrete | - |
pubs.issue | 6 | - |
pubs.publication-status | Published | - |
pubs.volume | 11 | - |
dc.identifier.eissn | 1751-7648 | - |
dc.rights.holder | The Authors | - |
Appears in Collections: | The Experimental Techniques Centre Dept of Mechanical and Aerospace Engineering Research Papers |
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FullText.pdf | Copyright © 2021 The Authors. Structural Concrete published by John Wiley & Sons Ltd on behalf of International Federation for Structural Concrete. This is an open access article under the terms of the Creative Commons Attribution License, which permits use, distribution and reproduction in any medium, provided the original work is properly cited. | 2.63 MB | Adobe PDF | View/Open |
This item is licensed under a Creative Commons License