dc.contributor.author | Samadi, Mostafa | |
dc.contributor.author | Hajmohammadian Baghban, Mohammad | |
dc.contributor.author | Kubba, Ziyad | |
dc.contributor.author | Faridmehr, Iman | |
dc.contributor.author | Abdul Shukor Lim, Nor Hasanah | |
dc.contributor.author | Benjeddou, Omrane | |
dc.contributor.author | Ariffin, Nur Farhayu Binti | |
dc.contributor.author | Huseien, Ghasan Fahim | |
dc.date.accessioned | 2023-01-24T08:13:20Z | |
dc.date.available | 2023-01-24T08:13:20Z | |
dc.date.created | 2022-06-09T17:28:48Z | |
dc.date.issued | 2022 | |
dc.identifier.citation | Buildings. 2022, 12 (4), . | en_US |
dc.identifier.issn | 2075-5309 | |
dc.identifier.uri | https://hdl.handle.net/11250/3045653 | |
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.rights | Navngivelse 4.0 Internasjonal | * |
dc.rights.uri | http://creativecommons.org/licenses/by/4.0/deed.no | * |
dc.title | Flexural Behavior of Reinforced Concrete Beams under Instantaneous Loading: Effects of Recycled Ceramic as Cement and Aggregates Replacement | en_US |
dc.title.alternative | Flexural Behavior of Reinforced Concrete Beams under Instantaneous Loading: Effects of Recycled Ceramic as Cement and Aggregates Replacement | en_US |
dc.type | Peer reviewed | en_US |
dc.type | Journal article | en_US |
dc.description.version | publishedVersion | en_US |
dc.source.pagenumber | 19 | en_US |
dc.source.volume | 12 | en_US |
dc.source.journal | Buildings | en_US |
dc.source.issue | 4 | en_US |
dc.identifier.doi | 10.3390/buildings12040439 | |
dc.identifier.cristin | 2030599 | |
cristin.ispublished | true | |
cristin.fulltext | original | |
cristin.qualitycode | 1 | |