Performance of independent horizontal and inclined bars as shear reinforcement for reinforced concrete beams
This paper presents an experimental results of concrete beams reinforced with new shear reinforcement design of using independent horizontal and inclined bars. A total of six beams, measuring 200 mm width x 250 mm height x 2300 mm length were tested up to failure under four-point loading. The effect...
| Main Authors: | , , , , , , |
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| Format: | Article |
| Language: | English |
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Institute of Advanced Scientific Research
2020
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| Subjects: | |
| Online Access: | http://eprints.uthm.edu.my/6200/1/AJ%202020%20%28235%29.pdf |
| _version_ | 1796869326045708288 |
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| author | Abdul Hamid, Noor Azlina Abdullah, Ramli Adnan, Suraya Hani Jamellodin, Zalipah A. Majid, Masni Salleh, Norhafizah Md. Noor, Nurazuwa |
| author_facet | Abdul Hamid, Noor Azlina Abdullah, Ramli Adnan, Suraya Hani Jamellodin, Zalipah A. Majid, Masni Salleh, Norhafizah Md. Noor, Nurazuwa |
| author_sort | Abdul Hamid, Noor Azlina |
| collection | UTHM |
| description | This paper presents an experimental results of concrete beams reinforced with new shear reinforcement design of using independent horizontal and inclined bars. A total of six beams, measuring 200 mm width x 250 mm height x 2300 mm length were tested up to failure under four-point loading. The effectiveness of using independent horizontal and inclined bars to the shear carrying capacity of the beam was investigated. The independent horizontal and inclined bars with reinforcement ratios between 1.0% and 2.9% were provided in reinforced concrete beams. All the beams were cast with normal grade of concrete compressive strength between 30 to 35 MPa. The performance of the tested beams in terms of ultimate load, mid-span deflection and crack patterns were recorded and compared. The test results showed that beams reinforced with independent horizontal and inclined bars of 1.9% and 2.9% experienced higher shear load capacities than beams with conventional shear reinforcement system. It can be concluded that the use of independent horizontal and inclined bars as shear reinforcement gives good shear resistant for the beams. Furthermore, these types of shear reinforcement system are more flexible, simple which significantly reduced the congestion of vertical links within shear span zone. |
| first_indexed | 2024-03-05T21:53:12Z |
| format | Article |
| id | uthm.eprints-6200 |
| institution | Universiti Tun Hussein Onn Malaysia |
| language | English |
| last_indexed | 2024-03-05T21:53:12Z |
| publishDate | 2020 |
| publisher | Institute of Advanced Scientific Research |
| record_format | dspace |
| spelling | uthm.eprints-62002022-01-27T04:57:46Z http://eprints.uthm.edu.my/6200/ Performance of independent horizontal and inclined bars as shear reinforcement for reinforced concrete beams Abdul Hamid, Noor Azlina Abdullah, Ramli Adnan, Suraya Hani Jamellodin, Zalipah A. Majid, Masni Salleh, Norhafizah Md. Noor, Nurazuwa TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction This paper presents an experimental results of concrete beams reinforced with new shear reinforcement design of using independent horizontal and inclined bars. A total of six beams, measuring 200 mm width x 250 mm height x 2300 mm length were tested up to failure under four-point loading. The effectiveness of using independent horizontal and inclined bars to the shear carrying capacity of the beam was investigated. The independent horizontal and inclined bars with reinforcement ratios between 1.0% and 2.9% were provided in reinforced concrete beams. All the beams were cast with normal grade of concrete compressive strength between 30 to 35 MPa. The performance of the tested beams in terms of ultimate load, mid-span deflection and crack patterns were recorded and compared. The test results showed that beams reinforced with independent horizontal and inclined bars of 1.9% and 2.9% experienced higher shear load capacities than beams with conventional shear reinforcement system. It can be concluded that the use of independent horizontal and inclined bars as shear reinforcement gives good shear resistant for the beams. Furthermore, these types of shear reinforcement system are more flexible, simple which significantly reduced the congestion of vertical links within shear span zone. Institute of Advanced Scientific Research 2020 Article PeerReviewed text en http://eprints.uthm.edu.my/6200/1/AJ%202020%20%28235%29.pdf Abdul Hamid, Noor Azlina and Abdullah, Ramli and Adnan, Suraya Hani and Jamellodin, Zalipah and A. Majid, Masni and Salleh, Norhafizah and Md. Noor, Nurazuwa (2020) Performance of independent horizontal and inclined bars as shear reinforcement for reinforced concrete beams. Journal of Advanced Research In Dynamical and Control Systems, 12 (2). pp. 608-614. ISSN 1943023X https://dx.doi.org/ 10.5373/JARDCS/V12SP2/SP20201111 |
| spellingShingle | TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction Abdul Hamid, Noor Azlina Abdullah, Ramli Adnan, Suraya Hani Jamellodin, Zalipah A. Majid, Masni Salleh, Norhafizah Md. Noor, Nurazuwa Performance of independent horizontal and inclined bars as shear reinforcement for reinforced concrete beams |
| title | Performance of independent horizontal and inclined bars as shear reinforcement for reinforced concrete beams |
| title_full | Performance of independent horizontal and inclined bars as shear reinforcement for reinforced concrete beams |
| title_fullStr | Performance of independent horizontal and inclined bars as shear reinforcement for reinforced concrete beams |
| title_full_unstemmed | Performance of independent horizontal and inclined bars as shear reinforcement for reinforced concrete beams |
| title_short | Performance of independent horizontal and inclined bars as shear reinforcement for reinforced concrete beams |
| title_sort | performance of independent horizontal and inclined bars as shear reinforcement for reinforced concrete beams |
| topic | TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction |
| url | http://eprints.uthm.edu.my/6200/1/AJ%202020%20%28235%29.pdf |
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