Micromechanics of crack bridging in fibre-reinforced concrete
Abstract
The stress-crack width relationship has been determined experimentally for concretes reinforced with two types of fibres, steel and polypropylene, of various fibre volume fractions. A micromechanics-based theoretical model is proposed which captures the essential features of the stress-crack width relationships at small crack widths (less than 0.3 mm). Micromechanisms accounted for include the bridging actions due to aggregates and fibres,...
Paper Details
Title
Micromechanics of crack bridging in fibre-reinforced concrete
Published Date
Oct 1, 1993
Journal
Volume
26
Issue
8
Pages
486 - 494
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Notes
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