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Constitutive behaviour of confined fibre reinforced concrete under axial compression

Constitutive behaviour of confined fibre reinforced concrete under axial compression

Constitutive behaviour of confined fibre reinforced concrete under axial compression

Constitutive behaviour of confined fibre reinforced concrete under axial compressionAbstractSteel fibre reinforced concrete is finding extensive use in field applications. The mechanism of delaying and arresting crackpropagation by the fibres can be made use in passive confinement of concrete. Such concrete was termed as confined fiber reinforcedconcrete (CFRC). This paper presents an analytical model for predicting the stress–strain behaviour of CFRC based on the experimentalresults. A total of ninety prisms of size 150  ۱۵۰  ۳۰۰ mm were cast and tested under strain control rate of loading. Theincrease in strength and strain of CFRC were used in formulating the constitutive relation. ۲۰۰۲ Elsevier Science Ltd. All rights reserved….


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