Please use this identifier to cite or link to this item:
https://scholarhub.balamand.edu.lb/handle/uob/6686
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Abou Rachied, Tarek | en_US |
dc.contributor.author | Dbouk, Fadel | en_US |
dc.contributor.author | Hamad, Bilal | en_US |
dc.contributor.author | Assaad, Joseph | en_US |
dc.date.accessioned | 2023-03-06T13:06:32Z | - |
dc.date.available | 2023-03-06T13:06:32Z | - |
dc.date.issued | 2023-03 | - |
dc.identifier.issn | 27723976 | - |
dc.identifier.uri | https://scholarhub.balamand.edu.lb/handle/uob/6686 | - |
dc.description.abstract | The flexural behavior of five reinforced concrete beams containing recycled ceramic as cement and aggregate replacement subjected to a monotonic static load up to failure was studied. A full-scale, four-point load test was conducted on these beams for 28 days. The experimental results were compared with the conventional concrete as a control specimen. The cross-section and effective span of these beams were (160 × 200 mm) and 2200 mm, respectively. The data recorded during the tests were the ultimate load at failure, steel-reinforcement bar strain, the strain of concrete, cracking history, and mode of failure. The beam containing 100% recycled aggregates displayed an ultimate load of up to 99% of the control beam specimen. In addition, the first crack load was almost similar for both specimens (about 14 kN). The deflection of the beam composed of 100% of the recycled aggregates was reduced by 43% compared to the control specimen. Regardless of the recycled ceramic aggregates ratio, quantities such as service, yield, and ultimate load of the proposed beams exhibited a comparable trend. It was asserted that the ceramic wastes might be of potential use in producing high-performance concrete needed by the structural industry. It might be an effective strategy to decrease the pressure on the environment, thus reducing the amount of natural resources usage. | en_US |
dc.language.iso | eng | en_US |
dc.publisher | MDPI | en_US |
dc.subject | Blast furnace slag | en_US |
dc.subject | Bond | en_US |
dc.subject | Ceramic waste powder | en_US |
dc.subject | Flexure | en_US |
dc.subject | Reinforced concrete | en_US |
dc.subject | Shear | en_US |
dc.title | Structural behavior of beams cast using normal and high strength concrete containing blends of ceramic waste powder and blast furnace slag | en_US |
dc.type | Journal Article | en_US |
dc.identifier.doi | 10.1016/j.clema.2023.100179 | - |
dc.contributor.affiliation | Department of Civil and Environmental Engineering | en_US |
dc.description.volume | 7 | en_US |
dc.date.catalogued | 2023-04-06 | - |
dc.description.status | Published | en_US |
dc.identifier.openURL | https://www.mdpi.com/2075-5309/12/4/439 | en_US |
dc.relation.ispartoftext | Cleaner Materials | en_US |
crisitem.author.parentorg | Faculty of Engineering | - |
Appears in Collections: | Department of Civil and Environmental Engineering |
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