Please use this identifier to cite or link to this item: http://localhost:8080/xmlui/handle/123456789/1971
Title: Constitutive behaviour of confined fibre reinforced concrete under axial compression
Authors: Ramesh, K.
.Seshu, D.R
Prabhakar, M.
Keywords: Confined fibre reinforced concrete
CompressionStress–strain behaviour
Issue Date: Apr-2003
Publisher: Cement and Concrete Composites
Citation: 10.1016/S0958-9465(02)00051-3
Abstract: Steel fibre reinforced concrete is finding extensive use in field applications. The mechanism of delaying and arresting crack propagation by the fibres can be made use in passive confinement of concrete. Such concrete was termed as confined fiber reinforced concrete (CFRC). This paper presents an analytical model for predicting the stress–strain behaviour of CFRC based on the experimental results. A total of ninety prisms of size 150×150×300 mm were cast and tested under strain control rate of loading. The increase in strength and strain of CFRC were used in formulating the constitutive relation.
Description: NITW
URI: http://localhost:8080/xmlui/handle/123456789/1971
Appears in Collections:Civil Engineering

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