The capacity of cement to bind chloride is considered to be one of the controlling parameters in the process of chloride-induced corrosion of steel in concrete. In this work, a literature review has been undertaken to identify factors affecting chloride binding. Data from 21 previously published works have been collated and used to develop a neural network model to predict the free chloride concentration as a function of 18 input variables. These predictions are relatively free of the indiscriminate variations present in individual measurements. The influence of factors not yet fully evaluated is identified. In addition, the relative importance of a wide range of factors is quantified. The neural network model provides a powerful tool for generating binding isotherms for use in models ofchloride ingress into concrete.
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December 1997
Research Article|
December 01 1997
Neural network modelling of chloride binding
G. K. Glass;
Imperial College of Science, Technology and Medicine
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N. M. Hassanein;
Imperial College of Science, Technology and Medicine
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N. R. Buenfeld
Imperial College of Science, Technology and Medicine
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*
Department of Civil Engineering, Imperial College of Science, Technology and Medicine, London, SW7 2BU.
Publisher: Emerald Publishing
Received:
June 06 1996
Revision Received:
July 30 1996
Accepted:
January 07 1997
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 1997 Thomas Telford Services Ltd
1997
Magazine of Concrete Research (1997) 49 (181): 323–335.
Article history
Received:
June 06 1996
Revision Received:
July 30 1996
Accepted:
January 07 1997
Citation
Glass GK, Hassanein NM, Buenfeld NR (1997), "Neural network modelling of chloride binding". Magazine of Concrete Research, Vol. 49 No. 181 pp. 323–335, doi: https://doi.org/10.1680/macr.1997.49.181.323
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