Flexural behavior of reinforced concrete beams under instantaneous loading: effects of recycled ceramic as cement and aggregates replacement
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...
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my.utm.1012742023-06-08T08:23:47Z http://eprints.utm.my/id/eprint/101274/ Flexural behavior of reinforced concrete beams under instantaneous loading: effects of recycled ceramic as cement and aggregates replacement Samadi, Mostafa Baghban, Mohammad Hajmohammadian Kubba, Ziyad Iman Faridmehr, Iman Faridmehr Abdul Shukor Lim, Nor Hasanah Benjeddou, Omrane Ariffin, Nur Farhayu Huseien, Ghasan Fahim TA Engineering (General). Civil engineering (General) 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. MDPI 2022 Article PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/101274/1/NorHasanahAbdul2022_FlexuralBehaviorofReinforcedConcreteBeams.pdf Samadi, Mostafa and Baghban, Mohammad Hajmohammadian and Kubba, Ziyad and Iman Faridmehr, Iman Faridmehr and Abdul Shukor Lim, Nor Hasanah and Benjeddou, Omrane and Ariffin, Nur Farhayu and Huseien, Ghasan Fahim (2022) Flexural behavior of reinforced concrete beams under instantaneous loading: effects of recycled ceramic as cement and aggregates replacement. Buildings, 12 (4). pp. 1-19. ISSN 2075-5309 http://dx.doi.org/10.3390/buildings12040439 DOI : 10.3390/buildings12040439 |
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TA Engineering (General). Civil engineering (General) Samadi, Mostafa Baghban, Mohammad Hajmohammadian Kubba, Ziyad Iman Faridmehr, Iman Faridmehr Abdul Shukor Lim, Nor Hasanah Benjeddou, Omrane Ariffin, Nur Farhayu Huseien, Ghasan Fahim Flexural behavior of reinforced concrete beams under instantaneous loading: effects of recycled ceramic as cement and aggregates replacement |
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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. |
format |
Article |
author |
Samadi, Mostafa Baghban, Mohammad Hajmohammadian Kubba, Ziyad Iman Faridmehr, Iman Faridmehr Abdul Shukor Lim, Nor Hasanah Benjeddou, Omrane Ariffin, Nur Farhayu Huseien, Ghasan Fahim |
author_facet |
Samadi, Mostafa Baghban, Mohammad Hajmohammadian Kubba, Ziyad Iman Faridmehr, Iman Faridmehr Abdul Shukor Lim, Nor Hasanah Benjeddou, Omrane Ariffin, Nur Farhayu Huseien, Ghasan Fahim |
author_sort |
Samadi, Mostafa |
title |
Flexural behavior of reinforced concrete beams under instantaneous loading: effects of recycled ceramic as cement and aggregates replacement |
title_short |
Flexural behavior of reinforced concrete beams under instantaneous loading: effects of recycled ceramic as cement and aggregates replacement |
title_full |
Flexural behavior of reinforced concrete beams under instantaneous loading: effects of recycled ceramic as cement and aggregates replacement |
title_fullStr |
Flexural behavior of reinforced concrete beams under instantaneous loading: effects of recycled ceramic as cement and aggregates replacement |
title_full_unstemmed |
Flexural behavior of reinforced concrete beams under instantaneous loading: effects of recycled ceramic as cement and aggregates replacement |
title_sort |
flexural behavior of reinforced concrete beams under instantaneous loading: effects of recycled ceramic as cement and aggregates replacement |
publisher |
MDPI |
publishDate |
2022 |
url |
http://eprints.utm.my/id/eprint/101274/1/NorHasanahAbdul2022_FlexuralBehaviorofReinforcedConcreteBeams.pdf http://eprints.utm.my/id/eprint/101274/ http://dx.doi.org/10.3390/buildings12040439 |
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