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AuthorYounis, Adel
AuthorEl-Sherif, Hossam Eldin
AuthorEbead, Usama
Available date2023-01-29T09:23:42Z
Publication Date2022
Publication NameComposites Part C: Open Access
ResourceScopus
URIhttp://dx.doi.org/10.1016/j.jcomc.2022.100257
URIhttp://hdl.handle.net/10576/39140
AbstractThe combined use of recycled concrete aggregate (RCA) and glass fiber reinforced polymer (GFRP) reinforcement in reinforced concrete (RC) structures is deemed plausible to achieve sustainable construction. This paper aims to examine the effect of such a combination (RCA + GFRP reinforcement) on the shear behavior of RC beams. Six medium-scale RC beams (150 × 260 × 2200 mm) critical in shear were tested under three-point loading until failure. The test variables were the aggregate type (natural/recycled) and the shear reinforcement (steel/GFRP/none). The failure modes, cracking patterns, load-carrying capacities, deformational and strain characteristics were analyzed and compared among the tested specimens. It was found that using 100% RCA in the concrete mix reduced the shear strength of RC beams (by 12% on average). Minor effects were observed on the shear strength of the beam specimens (∼2%) with altering the transverse reinforcement (GFRP versus steel). Theoretical load-carrying capacities of the tested beams were obtained as per contemporary design guides and compared with the experimental results.
SponsorThis effort was made possible by the NPRP Grant # NPRP13S-0209-200311 from Qatar National Research Fund (a member of Qatar Foundation). The findings achieved herein are solely the responsibility of the authors. Heartfelt gratitude is owed to ATP Construction Composites and Readymix Qatar (as part of LafargeHolcim) for their help in preparing the test specimens.
Languageen
PublisherElsevier
SubjectGFRP reinforcement
Recycled concrete aggregate
Reinforced concrete beams
Shear behavior
Sustainable construction
TitleShear strength of recycled-aggregate concrete beams with glass-FRP stirrups
TypeArticle
Volume Number8
dc.accessType Open Access


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