TECHNICAL PAPERS
Mar 1, 2008

Three-Phase Composite Sphere Model for the Prediction of Chloride Diffusivity of Concrete

Publication: Journal of Materials in Civil Engineering
Volume 20, Issue 3

Abstract

In predicting the chloride diffusivity of concrete as a three-phase material, the morphological characteristics of the three phases, the physical properties of each phase constituent material, and the interactions of the three phases in the concrete matrix should all be taken into account. The present paper attempts to develop an analytical method to achieve this. A three-phase composite sphere model for the concrete matrix is proposed to represent the heterogeneous nature of concrete and a closed form solution for the chloride diffusivity of concrete is derived. After verifying the derived closed form solution with experimental results, the effects of key factors that affect the chloride diffusivity of concrete, namely the chloride diffusivity and thickness of the interfacial transition zone (ITZ), the maximum aggregate diameter, and the aggregate gradation are examined in a quantitative manner. It is found in the paper that the most important factor influencing the chloride diffusivity of concrete is the chloride diffusivity of ITZ. When the aggregate volume fraction is equal to 0.8, the relative chloride diffusivity of concrete to cement paste for a given relative chloride diffusivity of ITZ to cement paste at 10 is almost four times that for a given relative chloride diffusivity of ITZ to cement paste at 2. The second most important factor is the thickness of ITZ. When the aggregate volume fraction is equal to 0.8, the relative chloride diffusivity of concrete to cement paste for a given ITZ thickness at 0.05mm increases by 76% as compared to that for a given ITZ thickness at 0.02mm . The least important factors are the maximum aggregate diameter and aggregate gradation. The extent to which they influence the chloride diffusivity of concrete is in the range of 10–55%. The paper concludes that the closed form solution derived here can predict the chloride diffusivity of concrete with reasonable accuracy.

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Acknowledgments

The financial support of the National Natural Science Foundation via Grant No. NNSFC50578147 and the Natural Science Foundation of Zhejiang Province via Grant No. UNSPECIFIEDY107638, both of the P. R. China, is greatly acknowledged. All reviewers’ constructive comments and suggestions are gratefully appreciated.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 20Issue 3March 2008
Pages: 205 - 211

History

Received: Nov 16, 2005
Accepted: Jun 8, 2007
Published online: Mar 1, 2008
Published in print: Mar 2008

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Notes

Note. Associate Editor: Jason Weiss

Authors

Affiliations

Jianjun Zheng
Professor, Faculty of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, P. R. China (corresponding author). E-mail: [email protected]
Xinzhu Zhou
Associate Professor, Faculty of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, P. R. China.

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