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 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)

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Abstract

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.

Item Type: Article
Additional Information: Indexed by Scopus
Uncontrolled Keywords: Energy absorption; Experimental investigation; Fibre reinforced polymer; Finite element analysis; Load-deflection; Numerical modelling; Reinforced concrete beams; Stiffness; Structural behaviour; Ultimate load
Subjects: T Technology > T Technology (General)
T Technology > TA Engineering (General). Civil engineering (General)
Faculty/Division: Faculty of Civil Engineering Technology
Depositing User: Mr Muhamad Firdaus Janih@Jaini
Date Deposited: 11 Sep 2023 03:11
Last Modified: 11 Sep 2023 03:11
URI: http://umpir.ump.edu.my/id/eprint/38324
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