Abstract

Glass fibre reinforced cement (GRC) provides an interesting example of interaction between a brittle fibre and a porous brittle matrix which is reactive towards the reinforcement. It is also a case in which the composite fails by multiple fracture. The durability of GRC produced from ordinary Portland cement and an alkali-resistant glass fibre recently developed in the U.K., has been studied over a period of three years under different environmental conditions by measuring the variations in the mechanical properties of these composites with age. The experimental results are interpreted in terms of the micromechanics of failure for these composites and an assessment is made of the role of the interface in controlling the behaviour of the composite at various stages of its life. It is concluded that the properties of the interface in GRC change with time, partly due to chemical attack on the fibre which weakens the reinforcement but also due to changes in the physical properties of the fibre bundle and porosity and volume changes in the matrix as it sets and hardens. It has, however, not yet been possible to characterise the materials nature of the interface in GRC composites.

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