The behaviour of Reinforced Concrete Beams by Using Expanded Polystyrene Beads and Palm Oil Fuel Ash as Replacement Materials
The Reinforced Concrete (RC) beams containing Expanded Polystyrene Beads (EPS) and Palm Oil Fuel Ash (POFA) as sand and cement replacement with a percentage between 10% and 30%were studied in terms of load-deflection behaviour. RC beam’s size was 1000×150×150 mm and simply supported at spaced 750 mm...
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| Format: | Article |
| Language: | en |
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2024
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| Online Access: | http://eprints.uthm.edu.my/11024/1/J17527_9f06b07ca76d69ec2f95e6da703515f7.pdf http://eprints.uthm.edu.my/11024/ https://doi.org/10.24425/amm.2024.149102 |
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| author | M.H. Osman, M.H. Osman L.Y. Chin, L.Y. Chin S.H. Adnan, S.H. Adnan M.L.M. Jeni, M.L.M. Jeni W.A.W. Jusoh, W.A.W. Jusoh S. Salim, S. Salim Rahim, Nur Liza J.J. Wysłocki, J.J. Wysłocki |
| author_facet | M.H. Osman, M.H. Osman L.Y. Chin, L.Y. Chin S.H. Adnan, S.H. Adnan M.L.M. Jeni, M.L.M. Jeni W.A.W. Jusoh, W.A.W. Jusoh S. Salim, S. Salim Rahim, Nur Liza J.J. Wysłocki, J.J. Wysłocki |
| author_sort | M.H. Osman, M.H. Osman |
| building | UTHM Library |
| collection | Institutional Repository |
| content_provider | Universiti Tun Hussein Onn Malaysia |
| content_source | UTHM Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | The Reinforced Concrete (RC) beams containing Expanded Polystyrene Beads (EPS) and Palm Oil Fuel Ash (POFA) as sand and cement replacement with a percentage between 10% and 30%were studied in terms of load-deflection behaviour. RC beam’s size was 1000×150×150 mm and simply supported at spaced 750 mm apart. The 10% of POFA without EPS shows a slight increase which is 0.26% higher than normal concrete in compressive strength. The ultimate load and flexural performance of RC beams with EPS and POFA exhibited a decreasing trend. All beams’ ultimate load exceeds the design value. The cracks of the RC beam may
be classified as vertical flexural cracks, and some of the cracks can be classified as shear cracks based on the crack angle. As the percentage of EPS and POFA increases above 20% for all specimens, cracking starts to change to shear cracking. |
| format | Article |
| id | my.uthm.eprints-11024 |
| institution | Universiti Tun Hussein Onn Malaysia |
| language | en |
| publishDate | 2024 |
| record_format | eprints |
| spelling | my.uthm.eprints-110242024-06-04T02:42:41Z http://eprints.uthm.edu.my/11024/ The behaviour of Reinforced Concrete Beams by Using Expanded Polystyrene Beads and Palm Oil Fuel Ash as Replacement Materials M.H. Osman, M.H. Osman L.Y. Chin, L.Y. Chin S.H. Adnan, S.H. Adnan M.L.M. Jeni, M.L.M. Jeni W.A.W. Jusoh, W.A.W. Jusoh S. Salim, S. Salim Rahim, Nur Liza J.J. Wysłocki, J.J. Wysłocki TH Building construction The Reinforced Concrete (RC) beams containing Expanded Polystyrene Beads (EPS) and Palm Oil Fuel Ash (POFA) as sand and cement replacement with a percentage between 10% and 30%were studied in terms of load-deflection behaviour. RC beam’s size was 1000×150×150 mm and simply supported at spaced 750 mm apart. The 10% of POFA without EPS shows a slight increase which is 0.26% higher than normal concrete in compressive strength. The ultimate load and flexural performance of RC beams with EPS and POFA exhibited a decreasing trend. All beams’ ultimate load exceeds the design value. The cracks of the RC beam may be classified as vertical flexural cracks, and some of the cracks can be classified as shear cracks based on the crack angle. As the percentage of EPS and POFA increases above 20% for all specimens, cracking starts to change to shear cracking. 2024 Article PeerReviewed text en http://eprints.uthm.edu.my/11024/1/J17527_9f06b07ca76d69ec2f95e6da703515f7.pdf M.H. Osman, M.H. Osman and L.Y. Chin, L.Y. Chin and S.H. Adnan, S.H. Adnan and M.L.M. Jeni, M.L.M. Jeni and W.A.W. Jusoh, W.A.W. Jusoh and S. Salim, S. Salim and Rahim, Nur Liza and J.J. Wysłocki, J.J. Wysłocki (2024) The behaviour of Reinforced Concrete Beams by Using Expanded Polystyrene Beads and Palm Oil Fuel Ash as Replacement Materials. Arch. Metall. Mater, 69 (1). pp. 359-364. https://doi.org/10.24425/amm.2024.149102 |
| spellingShingle | TH Building construction M.H. Osman, M.H. Osman L.Y. Chin, L.Y. Chin S.H. Adnan, S.H. Adnan M.L.M. Jeni, M.L.M. Jeni W.A.W. Jusoh, W.A.W. Jusoh S. Salim, S. Salim Rahim, Nur Liza J.J. Wysłocki, J.J. Wysłocki The behaviour of Reinforced Concrete Beams by Using Expanded Polystyrene Beads and Palm Oil Fuel Ash as Replacement Materials |
| title | The behaviour of Reinforced Concrete Beams by Using Expanded Polystyrene Beads and Palm Oil Fuel Ash as Replacement Materials |
| title_full | The behaviour of Reinforced Concrete Beams by Using Expanded Polystyrene Beads and Palm Oil Fuel Ash as Replacement Materials |
| title_fullStr | The behaviour of Reinforced Concrete Beams by Using Expanded Polystyrene Beads and Palm Oil Fuel Ash as Replacement Materials |
| title_full_unstemmed | The behaviour of Reinforced Concrete Beams by Using Expanded Polystyrene Beads and Palm Oil Fuel Ash as Replacement Materials |
| title_short | The behaviour of Reinforced Concrete Beams by Using Expanded Polystyrene Beads and Palm Oil Fuel Ash as Replacement Materials |
| title_sort | behaviour of reinforced concrete beams by using expanded polystyrene beads and palm oil fuel ash as replacement materials |
| topic | TH Building construction |
| url | http://eprints.uthm.edu.my/11024/1/J17527_9f06b07ca76d69ec2f95e6da703515f7.pdf http://eprints.uthm.edu.my/11024/ https://doi.org/10.24425/amm.2024.149102 |
| url_provider | http://eprints.uthm.edu.my/ |