Potential External Strengthening of Reinforced Concrete Beam Using Natural Fiber Composite Plate
Natural fiber composites have been extensively studied due to its low environmental impact, low cost and available under a wide range of applications. A study has been conducted to investigate the potential use of mengkuang leaves or Pandanus atrocarpus bonded with epoxy resin as external strengthen...
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2017
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ump-189022018-04-18T01:45:39Z http://umpir.ump.edu.my/id/eprint/18902/ Potential External Strengthening of Reinforced Concrete Beam Using Natural Fiber Composite Plate Chin, Siew Choo Foo, Sheng Tong Doh, Shu Ing Jolius, Gimbun Yuen, Kei Foo Siregar, J. P. TA Engineering (General). Civil engineering (General) TJ Mechanical engineering and machinery Natural fiber composites have been extensively studied due to its low environmental impact, low cost and available under a wide range of applications. A study has been conducted to investigate the potential use of mengkuang leaves or Pandanus atrocarpus bonded with epoxy resin as external strengthening material for the strengthening of reinforced concrete (RC) beams. Physical and mechanical properties as well as structural properties of the mengkuang leaves-epoxy composite plate (MLECP) was evaluated in this study. Chemical treatment was performed on the dried mengkuang leaves using sodium hydroxide (NaOH) with concentration of 2%, 5% and 8%. Scanning electron microscope (SEM) and flexural strength tests were conducted on the treated and untreated mengkuang leaves and flexural specimens, respectively. Strengthening of RC beams using MLECP were conducted and tested to failure under four-point loading. Results showed that the flexural strength of the composites with 0.3 fiber volume ratio exhibited the highest flexural strength, about 96% higher than the unreinforced-epoxy plate. In terms of structural properties, it was found that the strengthened beam using MLECP managed to increase the beam capacity to about 10% higher than the control beam. 2017 Conference or Workshop Item PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/18902/1/Potential%20External%20Strengthening%20of%20Reinforced%20Concrete%20Beam%20Using%20Natural%20Fiber%20Composite%20Plate.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/18902/2/Potential%20External%20Strengthening%20of%20Reinforced%20Concrete%20Beam%20Using%20Natural%20Fiber%20Composite%20Plate%201.pdf Chin, Siew Choo and Foo, Sheng Tong and Doh, Shu Ing and Jolius, Gimbun and Yuen, Kei Foo and Siregar, J. P. (2017) Potential External Strengthening of Reinforced Concrete Beam Using Natural Fiber Composite Plate. In: 3rd International Conference on Civil, Architectural, Structural and Constructional Engineering (ICCASCE 2017), 14-16 July 2017 , Seoul, Korea. . (Unpublished) https://conference.researchbib.com/view/event/65954 |
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TA Engineering (General). Civil engineering (General) TJ Mechanical engineering and machinery |
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TA Engineering (General). Civil engineering (General) TJ Mechanical engineering and machinery Chin, Siew Choo Foo, Sheng Tong Doh, Shu Ing Jolius, Gimbun Yuen, Kei Foo Siregar, J. P. Potential External Strengthening of Reinforced Concrete Beam Using Natural Fiber Composite Plate |
description |
Natural fiber composites have been extensively studied due to its low environmental impact, low cost and available under a wide range of applications. A study has been conducted to investigate the potential use of mengkuang leaves or Pandanus atrocarpus bonded with epoxy resin as external strengthening material for the strengthening of reinforced concrete (RC) beams. Physical and mechanical properties as well as structural properties of the mengkuang leaves-epoxy composite plate (MLECP) was evaluated in this study. Chemical treatment was performed on the dried mengkuang leaves using sodium hydroxide (NaOH) with concentration of 2%, 5% and 8%. Scanning electron microscope (SEM) and flexural strength tests were conducted on the treated and untreated mengkuang leaves and flexural specimens, respectively. Strengthening of RC beams using MLECP were conducted and tested to failure under four-point loading. Results showed that the flexural strength of the composites with 0.3 fiber volume ratio exhibited the highest flexural strength, about 96% higher than the unreinforced-epoxy plate. In terms of structural properties, it was found that the strengthened beam using MLECP managed to increase the beam capacity to about 10% higher than
the control beam. |
format |
Conference or Workshop Item |
author |
Chin, Siew Choo Foo, Sheng Tong Doh, Shu Ing Jolius, Gimbun Yuen, Kei Foo Siregar, J. P. |
author_facet |
Chin, Siew Choo Foo, Sheng Tong Doh, Shu Ing Jolius, Gimbun Yuen, Kei Foo Siregar, J. P. |
author_sort |
Chin, Siew Choo |
title |
Potential External Strengthening of Reinforced Concrete Beam Using Natural Fiber Composite Plate |
title_short |
Potential External Strengthening of Reinforced Concrete Beam Using Natural Fiber Composite Plate |
title_full |
Potential External Strengthening of Reinforced Concrete Beam Using Natural Fiber Composite Plate |
title_fullStr |
Potential External Strengthening of Reinforced Concrete Beam Using Natural Fiber Composite Plate |
title_full_unstemmed |
Potential External Strengthening of Reinforced Concrete Beam Using Natural Fiber Composite Plate |
title_sort |
potential external strengthening of reinforced concrete beam using natural fiber composite plate |
publishDate |
2017 |
url |
http://umpir.ump.edu.my/id/eprint/18902/ http://umpir.ump.edu.my/id/eprint/18902/ http://umpir.ump.edu.my/id/eprint/18902/1/Potential%20External%20Strengthening%20of%20Reinforced%20Concrete%20Beam%20Using%20Natural%20Fiber%20Composite%20Plate.pdf http://umpir.ump.edu.my/id/eprint/18902/2/Potential%20External%20Strengthening%20of%20Reinforced%20Concrete%20Beam%20Using%20Natural%20Fiber%20Composite%20Plate%201.pdf |
first_indexed |
2023-09-18T22:27:00Z |
last_indexed |
2023-09-18T22:27:00Z |
_version_ |
1777416032958283776 |