Fire performance of concrete beams reinforced with FRP bars

A Nadjai, D Talamona, F Ali

Research output: Chapter in Book/Report/Conference proceedingChapter

19 Citations (Scopus)

Abstract

The fire resistance of concrete members reinforced with fibre reinforced polymer (FRP) rebars is extremely crucial area that needs to be investigated prior to implementing FRP composite materials in buildings. This work analyses the structural behaviour of concrete beams reinforced with hybrid FRP and steel reinforcements at elevated temperatures. The slice approach model was used and validated against experimental data for reinforced concrete beams with FRP available in the literature. Good agreement with experimental results has been obtained at room temperature as well as at elevated temperatures.
Original languageEnglish
Title of host publicationBOND BEHAVIOUR OF FRP IN STRUCTURES
PublisherInternational Institute for FRP in Construction
Pages401-410
ISBN (Print)962-367-506-2
Publication statusPublished - 2005

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  • Cite this

    Nadjai, A., Talamona, D., & Ali, F. (2005). Fire performance of concrete beams reinforced with FRP bars. In BOND BEHAVIOUR OF FRP IN STRUCTURES (pp. 401-410). International Institute for FRP in Construction. http://www.iifc-hq.org/BBFS-Papers/E4_0041.pdf