Chloride migration tests and chronoamperometries were carried out on three cement mortars with different water/cement (w/c) ratios. The electrical current of the chloride migration is simulated with a multi-species model, which takes into account the geometrical properties of the pore structure throughout the diffusibility ratio. The comparison between the measured and the simulated currents shows a significant difference: systematically, simulated currents evolve faster than those measured. From these results, it appears that the purely geometrical approach alone is insufficient correctly to describe the transport of ionic species in cement-based materials. Finally, it is shown that the introduction of a ‘viscoelectric effect’, which conveys the electrical double-layer effect (EDL), improves the results of the model. As a first approach the EDL is taken into account empirically by considering a reducing factor 1/rD applied to the effective diffusion coefficients of the cations. This factor is deduced from Truc's work.
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March 2008
Research Article|
March 01 2008
Shortcomings of geometrical approach in multi-species modelling of chloride migration in cement-based materials Available to Purchase
H. Friedmann;
H. Friedmann
LEPTAB, University of La Rochelle
Av. M. Crépeau 17042 La Rochelle cedex, France
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O. Amiri;
O. Amiri
LEPTAB, University of La Rochelle
Av. M. Crépeau 17042 La Rochelle cedex, France
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A. Aït-Mokhtar
A. Aït-Mokhtar
LEPTAB, University of La Rochelle
Av. M. Crépeau 17042 La Rochelle cedex, France
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Publisher: Emerald Publishing
Received:
March 07 2007
Revision Received:
July 13 2007
Accepted:
November 21 2007
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 2008 Thomas Telford Ltd
2008
Magazine of Concrete Research (2008) 60 (2): 119–124.
Article history
Received:
March 07 2007
Revision Received:
July 13 2007
Accepted:
November 21 2007
Citation
Friedmann H, Amiri O, Aït-Mokhtar A (2008), "Shortcomings of geometrical approach in multi-species modelling of chloride migration in cement-based materials". Magazine of Concrete Research, Vol. 60 No. 2 pp. 119–124, doi: https://doi.org/10.1680/macr.2008.60.2.119
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