Predicting the flexural load–deflection response of steel fibre reinforced concrete from strain, crack-width, fibre pull-out and distribution data

A semi-analytical model is presented, based on conventional principles of mechanics, to predict the flexure behaviour of steel fibre reinforced concrete. The model uses a stress-block approach to represent the stresses that develop at a cracked section by three discrete stress zones: (a) a compressi...

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Bibliographic Details

Main Authors:	Peter A. Jones, Simon Austin, Peter Robins
Format:	Default Article
Published:	2008
Subjects:	Other built environment and design not elsewhere classified Steel fibre Pull out Flexure Composite Toughness Concrete Built Environment and Design not elsewhere classified
Online Access:	https://hdl.handle.net/2134/3896
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