Alani, Amir, Aboutalebi, Morteza and King, Martin J. (2013) Influence of Fibre Content on Crack Propagation Rate in Fibre-Reinforced Concrete Beams. International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, 7 (9). pp. 1-7.

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Abstract

Experimental study on the influence of fibre content on crack behaviour and propagation in synthetic-fibre reinforced beams has been reported in this paper. The tensile behaviour of metallic fibre concrete is evaluated in terms of residual flexural tensile strength values determined from the load-crack mouth opening displacement curve or load-deflection curve obtained by applying a centre-point load on a simply supported notched prism. The results achieved demonstrate that an increase in fibre content has an almost negligible effect on compressive and tensile splitting properties, causes a marginal increment in flexural tensile strength and increases the Re3 value.

Item Type:	Article
Keywords:	Fibre-Reinforced Concrete, Crack, Flexural Test, Ductility, Fibre Content, Experimental Study
Subjects:	Construction and engineering > Built environment Construction and engineering > Civil and structural engineering Construction and engineering
Depositing User:	Fabio Tosti
Date Deposited:	25 May 2016 23:49
Last Modified:	04 Nov 2024 12:18
URI:	https://repository.uwl.ac.uk/id/eprint/2140

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