id ump-21477
recordtype eprints
spelling ump-214772018-09-07T02:32:00Z http://umpir.ump.edu.my/id/eprint/21477/ Strenghtening of RC beams with bamboo fiber reinforced composite-polyester plate Lee, Sin Gie TA Engineering (General). Civil engineering (General) The biodegradability of the natural fibers provides safe and environmental-friendly features toward the ecosystem, with the low cost and good performance of these fibers, it meets the demand of the industries. Bamboo is a massive natural resources in Asia and high mechanical strength of bamboo fiber can be characterised as natural glass fiber. This study presents the findings of an experimental study to investigate the beam performance and the failure modes of reinforced concrete (RC) beams under un-strengthened and strengthening condition using bamboo fiber reinforced composite (BFRC) embedded in polyester resin matrix. Circular openings of diameter 120 mm created at the shear zone were considered for strengthening under shear condition. The experimental work including physical, thermal and mechanical properties of the BFRC-polyester plate were conducted such as Fourier Transform Infrared Spectroscopy (FTIR), Thermogravimetric Analysis (TGA), tensile test (ASTM D3039) and flexural test (ASTM D790-03). In terms of structural properties, a total of six beams were tested under four-point loading. The variables investigated in this research study included the fiber volume ratio of BFRC-polyester plate ( 0 wt %, 10 wt %, 20 wt %, 30 wt % and 40 wt % ) and strengthened beams (with and without circular opening). Results from the mechanical testing shows that the fiber volume ratio of 40 wt % is found to be the optimum fiber volume loading. Strengthening of RC beams under flexure behaviour shows that BFRC-polyester plate has improved the load-carrying capacity of beam by only 7.3 % in which the effect is not significant. Meanwhile, strengthening of RC beams with BFRC polyester in the shear zone of beam, BFRC-polyester plate was able to restore the ultimate load by 66 % of the un-strengthened openings beam. Crack pattern and failure mode were found to be different between the strengthened and un-strengthened beam. 2017-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/21477/1/Strenghtening%20of%20RC%20beams%20with%20bamboo%20fiber%20reinforced%20composite-polyester%20plate%20-%20Table%20of%20contents.pdf pdf en http://umpir.ump.edu.my/id/eprint/21477/2/Strenghtening%20of%20RC%20beams%20with%20bamboo%20fiber%20reinforced%20composite-polyester%20plate%20-%20Abstract.pdf pdf en http://umpir.ump.edu.my/id/eprint/21477/3/Strenghtening%20of%20RC%20beams%20with%20bamboo%20fiber%20reinforced%20composite-polyester%20plate%20-%20Chapter%201.pdf pdf en http://umpir.ump.edu.my/id/eprint/21477/4/Strenghtening%20of%20RC%20beams%20with%20bamboo%20fiber%20reinforced%20composite-polyester%20plate%20-%20References.pdf Lee, Sin Gie (2017) Strenghtening of RC beams with bamboo fiber reinforced composite-polyester plate. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:102696&theme=UMP2
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
English
English
English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Lee, Sin Gie
Strenghtening of RC beams with bamboo fiber reinforced composite-polyester plate
description The biodegradability of the natural fibers provides safe and environmental-friendly features toward the ecosystem, with the low cost and good performance of these fibers, it meets the demand of the industries. Bamboo is a massive natural resources in Asia and high mechanical strength of bamboo fiber can be characterised as natural glass fiber. This study presents the findings of an experimental study to investigate the beam performance and the failure modes of reinforced concrete (RC) beams under un-strengthened and strengthening condition using bamboo fiber reinforced composite (BFRC) embedded in polyester resin matrix. Circular openings of diameter 120 mm created at the shear zone were considered for strengthening under shear condition. The experimental work including physical, thermal and mechanical properties of the BFRC-polyester plate were conducted such as Fourier Transform Infrared Spectroscopy (FTIR), Thermogravimetric Analysis (TGA), tensile test (ASTM D3039) and flexural test (ASTM D790-03). In terms of structural properties, a total of six beams were tested under four-point loading. The variables investigated in this research study included the fiber volume ratio of BFRC-polyester plate ( 0 wt %, 10 wt %, 20 wt %, 30 wt % and 40 wt % ) and strengthened beams (with and without circular opening). Results from the mechanical testing shows that the fiber volume ratio of 40 wt % is found to be the optimum fiber volume loading. Strengthening of RC beams under flexure behaviour shows that BFRC-polyester plate has improved the load-carrying capacity of beam by only 7.3 % in which the effect is not significant. Meanwhile, strengthening of RC beams with BFRC polyester in the shear zone of beam, BFRC-polyester plate was able to restore the ultimate load by 66 % of the un-strengthened openings beam. Crack pattern and failure mode were found to be different between the strengthened and un-strengthened beam.
format Undergraduates Project Papers
author Lee, Sin Gie
author_facet Lee, Sin Gie
author_sort Lee, Sin Gie
title Strenghtening of RC beams with bamboo fiber reinforced composite-polyester plate
title_short Strenghtening of RC beams with bamboo fiber reinforced composite-polyester plate
title_full Strenghtening of RC beams with bamboo fiber reinforced composite-polyester plate
title_fullStr Strenghtening of RC beams with bamboo fiber reinforced composite-polyester plate
title_full_unstemmed Strenghtening of RC beams with bamboo fiber reinforced composite-polyester plate
title_sort strenghtening of rc beams with bamboo fiber reinforced composite-polyester plate
publishDate 2017
url http://umpir.ump.edu.my/id/eprint/21477/
http://umpir.ump.edu.my/id/eprint/21477/
http://umpir.ump.edu.my/id/eprint/21477/1/Strenghtening%20of%20RC%20beams%20with%20bamboo%20fiber%20reinforced%20composite-polyester%20plate%20-%20Table%20of%20contents.pdf
http://umpir.ump.edu.my/id/eprint/21477/2/Strenghtening%20of%20RC%20beams%20with%20bamboo%20fiber%20reinforced%20composite-polyester%20plate%20-%20Abstract.pdf
http://umpir.ump.edu.my/id/eprint/21477/3/Strenghtening%20of%20RC%20beams%20with%20bamboo%20fiber%20reinforced%20composite-polyester%20plate%20-%20Chapter%201.pdf
http://umpir.ump.edu.my/id/eprint/21477/4/Strenghtening%20of%20RC%20beams%20with%20bamboo%20fiber%20reinforced%20composite-polyester%20plate%20-%20References.pdf
first_indexed 2023-09-18T22:31:32Z
last_indexed 2023-09-18T22:31:32Z
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