Shear performance of reinforced expansive concrete beams utilizing aluminium waste
Shear damage is a catastrophic failure in the design of reinforced concrete structural elements. To prevent it, the effect of aluminum wastes on reinforced concrete shear beams was investigated in this study. There is a gap in the scientific field on the expanding concrete with aluminium waste, and...
| Main Authors: | , , , , , , , , , |
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| Format: | Article |
| Language: | English |
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Elsevier
2023-05-01
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| Series: | Journal of Materials Research and Technology |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2238785423008141 |
| _version_ | 1827920248248991744 |
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| author | Yasin Onuralp Özkılıç Memduh Karalar Ceyhun Aksoylu Alexey N. Beskopylny Sergey A. Stel'makh Evgenii M. Shcherban Shaker Qaidi Iully da S.A. Pereira Sergio Neves Monteiro Afonso R.G. Azevedo |
| author_facet | Yasin Onuralp Özkılıç Memduh Karalar Ceyhun Aksoylu Alexey N. Beskopylny Sergey A. Stel'makh Evgenii M. Shcherban Shaker Qaidi Iully da S.A. Pereira Sergio Neves Monteiro Afonso R.G. Azevedo |
| author_sort | Yasin Onuralp Özkılıç |
| collection | DOAJ |
| description | Shear damage is a catastrophic failure in the design of reinforced concrete structural elements. To prevent it, the effect of aluminum wastes on reinforced concrete shear beams was investigated in this study. There is a gap in the scientific field on the expanding concrete with aluminium waste, and no research has been done on the utilizing of aluminum waste to produce expandable concrete. Moreover, there is a gap in expandable concrete usage with aluminum waste reinforcing, which is crucial for engineering applications especially beams, slabs and columns. For this purpose, experimental investigations were performed on a total of 12 Reinforced Concrete Beams (RCB) with different aluminum waste ratio (0, 1, 2 and 3 vol.%) and different shear reinforcement spacing (270, 200 and 160 mm). The depth span ratio was chosen as 1.6, 2.0 and 2.7. RCB was simply supported on the loading frame and subjected to four-points bending. As a result of experimental tests for each sample, the maximum load, stiffness, ductility and energy dissipation capacity were calculated. It was observed that the load capacity of the Al refuse combined RCBs raises as the vacancy of the stirrup reinforcement reductions compared with reference RCBs. Furthermore, it was found that the load capacity of the RCBs reduced as the Al refuse quantity in the concrete mixture was increased from 0% to 3%. However, it was found that the decrease in load capacity for 1 vol.% aluminum waste could be tolerated. For this reason, it can be stated that aluminum waste (AW) in reinforced concrete shear beams will contribute to the beam up to 1%. |
| first_indexed | 2024-03-13T04:09:51Z |
| format | Article |
| id | doaj.art-e375c57f9aae495d9d33cbb06495bbf9 |
| institution | Directory Open Access Journal |
| issn | 2238-7854 |
| language | English |
| last_indexed | 2024-03-13T04:09:51Z |
| publishDate | 2023-05-01 |
| publisher | Elsevier |
| record_format | Article |
| series | Journal of Materials Research and Technology |
| spelling | doaj.art-e375c57f9aae495d9d33cbb06495bbf92023-06-21T06:56:50ZengElsevierJournal of Materials Research and Technology2238-78542023-05-012454335448Shear performance of reinforced expansive concrete beams utilizing aluminium wasteYasin Onuralp Özkılıç0Memduh Karalar1Ceyhun Aksoylu2Alexey N. Beskopylny3Sergey A. Stel'makh4Evgenii M. Shcherban5Shaker Qaidi6Iully da S.A. Pereira7Sergio Neves Monteiro8Afonso R.G. Azevedo9Department of Civil Engineering, Necmettin Erbakan University, Konya 42000, Turkey; Corresponding author.Department of Civil Engineering, Zonguldak Bulent Ecevit University, Zonguldak, 67100, TurkeyDepartment of Civil Engineering, Konya Technical University, Konya 42130, TurkeyDon State Technical University, Rostov-on-Don, 344003, RussiaDon State Technical University, Rostov-on-Don, 344003, RussiaDon State Technical University, Rostov-on-Don, 344003, RussiaDepartment of Civil Engineering, College of Engineering, University of Duhok, Duhok, 42001, IraqUENF - State University of the Northern Rio de Janeiro, LAMAV - Advanced Materials Laboratory, Av. Alberto Lamego, 2000, Campos Dos Goytacazes, 28013-602, BrazilIME - Military Institute of Engineering, Department of Materials Science, Square General Tibúrcio, 80, Rio de Janeiro, 22290-270, BrazilUENF - State University of the Northern Rio de Janeiro, LECIV - Civil Engineering Laboratory, Av. Alberto Lamego, 2000, Campos Dos Goytacazes, 28013-602, Brazil; Corresponding author.Shear damage is a catastrophic failure in the design of reinforced concrete structural elements. To prevent it, the effect of aluminum wastes on reinforced concrete shear beams was investigated in this study. There is a gap in the scientific field on the expanding concrete with aluminium waste, and no research has been done on the utilizing of aluminum waste to produce expandable concrete. Moreover, there is a gap in expandable concrete usage with aluminum waste reinforcing, which is crucial for engineering applications especially beams, slabs and columns. For this purpose, experimental investigations were performed on a total of 12 Reinforced Concrete Beams (RCB) with different aluminum waste ratio (0, 1, 2 and 3 vol.%) and different shear reinforcement spacing (270, 200 and 160 mm). The depth span ratio was chosen as 1.6, 2.0 and 2.7. RCB was simply supported on the loading frame and subjected to four-points bending. As a result of experimental tests for each sample, the maximum load, stiffness, ductility and energy dissipation capacity were calculated. It was observed that the load capacity of the Al refuse combined RCBs raises as the vacancy of the stirrup reinforcement reductions compared with reference RCBs. Furthermore, it was found that the load capacity of the RCBs reduced as the Al refuse quantity in the concrete mixture was increased from 0% to 3%. However, it was found that the decrease in load capacity for 1 vol.% aluminum waste could be tolerated. For this reason, it can be stated that aluminum waste (AW) in reinforced concrete shear beams will contribute to the beam up to 1%.http://www.sciencedirect.com/science/article/pii/S2238785423008141Reinforced concreteBeamShearAluminum wasteExpansiveConcrete |
| spellingShingle | Yasin Onuralp Özkılıç Memduh Karalar Ceyhun Aksoylu Alexey N. Beskopylny Sergey A. Stel'makh Evgenii M. Shcherban Shaker Qaidi Iully da S.A. Pereira Sergio Neves Monteiro Afonso R.G. Azevedo Shear performance of reinforced expansive concrete beams utilizing aluminium waste Journal of Materials Research and Technology Reinforced concrete Beam Shear Aluminum waste Expansive Concrete |
| title | Shear performance of reinforced expansive concrete beams utilizing aluminium waste |
| title_full | Shear performance of reinforced expansive concrete beams utilizing aluminium waste |
| title_fullStr | Shear performance of reinforced expansive concrete beams utilizing aluminium waste |
| title_full_unstemmed | Shear performance of reinforced expansive concrete beams utilizing aluminium waste |
| title_short | Shear performance of reinforced expansive concrete beams utilizing aluminium waste |
| title_sort | shear performance of reinforced expansive concrete beams utilizing aluminium waste |
| topic | Reinforced concrete Beam Shear Aluminum waste Expansive Concrete |
| url | http://www.sciencedirect.com/science/article/pii/S2238785423008141 |
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