Abstract
Changes in building methods and materials make it increasingly difficult to devise simple and reliable procedures for the design of projected structures that reflect the engineering experience gained from existing and failed structures. This is particularly true for the durability of concrete structures.
The durability of concrete structures is normally controlled by diffusion of harmful fluids through an exposed concrete surface. A model is described which allows the microstructure and moisture state of the exposed surface region to be quantified. The model can thus be used to illustrate how engineering parameters such as mix proportions, curing time and reinforcement cover can affect the physical aspects of durability.
Preliminary comparisons between the model and experiment show that moisture content, cement hydration and porosity predictions are encouragingly realistic. However it is emphasised that further verification of the model is required and that the model should be developed to include carbonation.
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References
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© 1985 Martinus Nijhoff Publishers, Dordrecht
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Parrott, L.J. (1985). Mathematical Modelling of Microstructure and Properties of Hydrated Cement. In: Masters, L.W. (eds) Problems in Service Life Prediction of Building and Construction Materials. NATO ASI Series, vol 95. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-5125-9_13
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DOI: https://doi.org/10.1007/978-94-009-5125-9_13
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-010-8766-7
Online ISBN: 978-94-009-5125-9
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