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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| Format: | Article |
| Language: | English |
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MDPI
2022
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| Online Access: | http://umpir.ump.edu.my/id/eprint/34668/ http://umpir.ump.edu.my/id/eprint/34668/1/Flexural%20behavior%20of%20reinforced%20concrete%20beams%20under%20instantaneous%20loading.pdf |
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| author | Samadi, Mostafa Baghban, Mohammad Hajmohammadian Kubba, Ziyad Faridmehr, Iman Nor Hasanah, Abdul Shukor Lim Benjeddou, Omrane Nur Farhayu, Ariffin Huseien, Ghasan Fahim |
| author_facet | Samadi, Mostafa Baghban, Mohammad Hajmohammadian Kubba, Ziyad Faridmehr, Iman Nor Hasanah, Abdul Shukor Lim Benjeddou, Omrane Nur Farhayu, Ariffin Huseien, Ghasan Fahim |
| author_sort | Samadi, Mostafa |
| building | UMP Institutional Repository |
| collection | Online Access |
| description | 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. |
| first_indexed | 2025-11-15T03:15:07Z |
| format | Article |
| id | ump-34668 |
| institution | Universiti Malaysia Pahang |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T03:15:07Z |
| publishDate | 2022 |
| publisher | MDPI |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | ump-346682022-07-12T02:30:58Z http://umpir.ump.edu.my/id/eprint/34668/ 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 Faridmehr, Iman Nor Hasanah, Abdul Shukor Lim Benjeddou, Omrane Nur Farhayu, Ariffin Huseien, Ghasan Fahim T Technology (General) TA Engineering (General). Civil engineering (General) TP Chemical technology 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 2022-04 Article PeerReviewed pdf en cc_by_4 http://umpir.ump.edu.my/id/eprint/34668/1/Flexural%20behavior%20of%20reinforced%20concrete%20beams%20under%20instantaneous%20loading.pdf Samadi, Mostafa and Baghban, Mohammad Hajmohammadian and Kubba, Ziyad and Faridmehr, Iman and Nor Hasanah, Abdul Shukor Lim and Benjeddou, Omrane and Nur Farhayu, Ariffin 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. (Published) https://doi.org/10.3390/buildings12040439 https://doi.org/10.3390/buildings12040439 |
| spellingShingle | T Technology (General) TA Engineering (General). Civil engineering (General) TP Chemical technology Samadi, Mostafa Baghban, Mohammad Hajmohammadian Kubba, Ziyad Faridmehr, Iman Nor Hasanah, Abdul Shukor Lim Benjeddou, Omrane Nur Farhayu, Ariffin Huseien, Ghasan Fahim Flexural behavior of reinforced concrete beams under instantaneous loading: Effects of recycled ceramic as cement and aggregates replacement |
| title | 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_short | 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 |
| topic | T Technology (General) TA Engineering (General). Civil engineering (General) TP Chemical technology |
| url | http://umpir.ump.edu.my/id/eprint/34668/ http://umpir.ump.edu.my/id/eprint/34668/ http://umpir.ump.edu.my/id/eprint/34668/ http://umpir.ump.edu.my/id/eprint/34668/1/Flexural%20behavior%20of%20reinforced%20concrete%20beams%20under%20instantaneous%20loading.pdf |