Constitutive behaviour of confined fibre reinforced concrete under axial compression

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DC Field	Value	Language
dc.contributor.author	Ramesh, K.	-
dc.contributor.author	Seshu, D. R.	-
dc.contributor.author	Prabhakar, M.	-
dc.date.accessioned	2021-11-09T10:47:05Z	-
dc.date.available	2021-11-09T10:47:05Z	-
dc.date.issued	2003-04	-
dc.identifier.citation	Cement & Concrete Composites, V.25(3), p 343–35	en_US
dc.identifier.uri	https://doi.org/10.1016/S0958-9465(02)00051-3	-
dc.identifier.uri	http://localhost:8080/xmlui/handle/123456789/244	-
dc.description.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.	en_US
dc.language.iso	en	en_US
dc.publisher	Elsevier Science Ltd	en_US
dc.subject	Confined fiber reinforced concrete	en_US
dc.subject	Compression	en_US
dc.subject	Stress–strain behavior	en_US
dc.title	Constitutive behaviour of confined fibre reinforced concrete under axial compression	en_US
dc.type	Article	en_US
Appears in Collections:	Civil Engineering

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