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A state-of-the-art review on experimental investigation and finite element analysis on structural behaviour of fibre reinforced polymer reinforced concrete beams

Fibre reinforced polymer (FRP) composite is a useful material. It has been utilised to enhance the structural behaviour of reinforced concrete beams (RCB). It is also crucial to summarise the impact of FRP on various types of RCB properties. This study summarises the FRP usage's impact on the R...

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Main Authors: B.A., Solahuddin, Yahaya, F. M.
Format: Article
Language:English
Published: Elsevier Ltd 2023
Subjects:
T Technology (General)
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/38324/1/A%20state-of-the-art%20review%20on%20experimental%20investigation%20and%20finite%20element%20analysis%20on%20structural%20behaviour.pdf
http://umpir.ump.edu.my/id/eprint/38324/
https://doi.org/10.1016/j.heliyon.2023.e14225
https://doi.org/10.1016/j.heliyon.2023.e14225
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spelling my.ump.umpir.383242023-09-11T03:11:47Z http://umpir.ump.edu.my/id/eprint/38324/ A state-of-the-art review on experimental investigation and finite element analysis on structural behaviour of fibre reinforced polymer reinforced concrete beams B.A., Solahuddin Yahaya, F. M. T Technology (General) TA Engineering (General). Civil engineering (General) Fibre reinforced polymer (FRP) composite is a useful material. It has been utilised to enhance the structural behaviour of reinforced concrete beams (RCB). It is also crucial to summarise the impact of FRP on various types of RCB properties. This study summarises the FRP usage's impact on the RCB's structural behaviour based on previous research by reviewing and discussing the experimental study and finite element analysis (FEA) results. Based on previous relevant literature reviews, the experimental investigation and FEA showed significant improvements in flexure, stiffness, young modulus, load-deflection, ultimate load capacity, fracture pattern, and failure mode when FRP was used in RCB production. This FRP composite material can be used as the external reinforcement for RCB due to its high strength capability, force, load, and corrosion resistance with adhesive and anchorage properties. Using FRP in RCB can benefit civil engineering by increasing its structural behaviour and performance, especially in construction industry. Elsevier Ltd 2023-03 Article PeerReviewed pdf en cc_by_nc_nd_4 http://umpir.ump.edu.my/id/eprint/38324/1/A%20state-of-the-art%20review%20on%20experimental%20investigation%20and%20finite%20element%20analysis%20on%20structural%20behaviour.pdf B.A., Solahuddin and Yahaya, F. M. (2023) A state-of-the-art review on experimental investigation and finite element analysis on structural behaviour of fibre reinforced polymer reinforced concrete beams. Heliyon, 9 (e14225). pp. 1-35. ISSN 2405-8440. (Published) https://doi.org/10.1016/j.heliyon.2023.e14225 https://doi.org/10.1016/j.heliyon.2023.e14225
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic T Technology (General)
TA Engineering (General). Civil engineering (General)
spellingShingle T Technology (General)
TA Engineering (General). Civil engineering (General)
B.A., Solahuddin
Yahaya, F. M.
A state-of-the-art review on experimental investigation and finite element analysis on structural behaviour of fibre reinforced polymer reinforced concrete beams
description Fibre reinforced polymer (FRP) composite is a useful material. It has been utilised to enhance the structural behaviour of reinforced concrete beams (RCB). It is also crucial to summarise the impact of FRP on various types of RCB properties. This study summarises the FRP usage's impact on the RCB's structural behaviour based on previous research by reviewing and discussing the experimental study and finite element analysis (FEA) results. Based on previous relevant literature reviews, the experimental investigation and FEA showed significant improvements in flexure, stiffness, young modulus, load-deflection, ultimate load capacity, fracture pattern, and failure mode when FRP was used in RCB production. This FRP composite material can be used as the external reinforcement for RCB due to its high strength capability, force, load, and corrosion resistance with adhesive and anchorage properties. Using FRP in RCB can benefit civil engineering by increasing its structural behaviour and performance, especially in construction industry.
format Article
author B.A., Solahuddin
Yahaya, F. M.
author_facet B.A., Solahuddin
Yahaya, F. M.
author_sort B.A., Solahuddin
title A state-of-the-art review on experimental investigation and finite element analysis on structural behaviour of fibre reinforced polymer reinforced concrete beams
title_short A state-of-the-art review on experimental investigation and finite element analysis on structural behaviour of fibre reinforced polymer reinforced concrete beams
title_full A state-of-the-art review on experimental investigation and finite element analysis on structural behaviour of fibre reinforced polymer reinforced concrete beams
title_fullStr A state-of-the-art review on experimental investigation and finite element analysis on structural behaviour of fibre reinforced polymer reinforced concrete beams
title_full_unstemmed A state-of-the-art review on experimental investigation and finite element analysis on structural behaviour of fibre reinforced polymer reinforced concrete beams
title_sort state-of-the-art review on experimental investigation and finite element analysis on structural behaviour of fibre reinforced polymer reinforced concrete beams
publisher Elsevier Ltd
publishDate 2023
url http://umpir.ump.edu.my/id/eprint/38324/1/A%20state-of-the-art%20review%20on%20experimental%20investigation%20and%20finite%20element%20analysis%20on%20structural%20behaviour.pdf
http://umpir.ump.edu.my/id/eprint/38324/
https://doi.org/10.1016/j.heliyon.2023.e14225
https://doi.org/10.1016/j.heliyon.2023.e14225
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score 13.211869

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