Predictive model for chloride penetration through concrete

Magazine of Concrete Research

Volumn 57, Issue 9, 2005, Pages 511-520

  Khitab, A ^a,b   Lorente, S ^a,b   Ollivier, J P ^a,b  

^a IRISA   (France)

^b Laboratoire Materiaux et Durabilite des Constructions   (France)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; CHLORINE COMPOUNDS; COMPOSITION; COMPUTER SIMULATION; DIFFUSION; ISOTHERMS; MATHEMATICAL MODELS; POROSITY;

CHLORIDE BINDING ISOTHERM; CHLORIDE DIFFUSION; IONIC DIFFUSIVITIES; SATURATED CONCRETE;

CONCRETES;

EID: 27644593350     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.2005.57.9.511     Document Type: Article

References (19)

1. TANG L. Chloride Transport in Concrete. Measurements and Prediction. PhD Thesis, Chalmers University of Technology, Göteborg, 1996.
2. NILSSON L. O., SANDBERG P., POULSEN E., SORENSEN, H. E. and KLINGHOFFER, O. HETEK, Chloride penetration into concrete, State of the art. Danish Road Directorate, Copenhagen, 1996.
3. ATKINS P. W. Physical Chemistry. Oxford University Press, 1998.
4. WANG Y., LI L. Y. and PAGE C. L. A two-dimensional model of electrochemical chloride removal from concrete. Computational Materials Science, 2001, 20, No. 2, 196-212.
5. TRUC O., OLLIVIER J. P. and NILSSON L. O. Numerical simulation of multi-species transport through saturated concrete during migration test, MsDiff code. Cement and Concrete Research, 2000, 30, No. 10, 1581-1592.
6. PITZER K. S. Activity coefficients in electrolyte solutions. In Theory: on interaction approach (PYTKOWITZ R. M. (ed.)). CRC Press, Boca Raton, Florida, 1979, pp. 157-208.
7. TANG L. Concentration dependence of diffusion and migration of chloride ions: part 2 - Experimental evaluations. Cement and Concrete Research, 1999, 29, No. 9, 1469-1474.
8. SAMSON E., LEMAIRE G., MARCHAND J. and BEAUDOIN J. J. Modeling chemical activity effects in strong ionic solutions. Computational Materials Science, 1999, 15, No. 3, 285-294.
9. LI L. Y. and PAGE C. L. Modeling of electrochemical chloride extraction from concrete: Influence of ionic activity coefficients. Computational Materials Science, 1998, 9, No. 3-4, 303-308.
10. AFPC-AFREM. Méthodes recommandées pour la mesure des grandeurs associées à la durabilité. Toulouse, 1997.
11. LONGUET P., BURGLEN L. and ZELWER A. La phase liquide du ciment hydraté. Matériaux de Construction et de Travaux Publics, 1973, 676, No. 1, 35-41.
12. TRUC O. Prediction of Chloride Penetration into Saturated Concrete-Multi - Species Approach. PhD Thesis, Chalmers University, Göteborg and INSA, Toulouse, 2000.
13. TANG L. and NILSSON L. O. Chloride binding capacity and binding isotherms of OPC pastes and mortars. Cement and Concrete Research, 1993, 23, No. 2, 247-253.
14. LARSEN C. K. Chloride Binding in Concrete, Effect of Surrounding Environment and Concrete Composition. PhD thesis, Norwegian University of Science and Technology, Trondheim, 1998.
15. MOHAMMED T. U. and HAMADA H. Relation between free chloride and total chloride contents in concrete. Cement and Concrete Research, 2003, 33, No. 9, 1487-1490.
16. RILEM TC 178-TMC. Analysis of water soluble chloride content in concrete, recommendation. Materials and Structures, 2002, 35, No. 253, 586-588.
17. AFNOR. Concrete test standards. Association Française de Normalisation, Paris, 1990, 451-456, NF P18-421.
18. NORDTEST. Concrete, Hardened: Accelerated Chloride Penetration. NT BUILD 443, 1995.
19. BYFORS, K. Chloride-initiated reinforcement corrosion. Chloride binding, Confederation of British Industry, London, 1990, Report 1:90.