Modeling of Effective Diffusion Coefficient of Substances in Concrete Considering Spatial Properties of Composite Materials
Author:
Affiliation:
1. International Center for Urban Safety Engineering, Institute of Industrial Science, University of Tokyo, Japan.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/3/2/3_2_241/_pdf
Reference8 articles.
1. Bentz, D. P. (1997). “Three-dimensional computer simulation of portland cement hydration and microstructure development.” Journal of the American Ceramic Society, 80 (1), 3-21.
2. Garboczi, E. J. and Bentz, D. P. (1991). “Digital simulation of the aggregate-cement paste interfacial zone in concrete.” Journal of Materials Research 6, 196-201.
3. Garboczi, E. J. and Bentz, D. P. (1992). “Computer simulation of the diffusivity of cement-based materials.” Journal of Materials Science 27, 2083-2092.
4. Kato, E., Kato, Y. and Uomoto, T. (2005). “Development of simulation model of chloride Ion transportation in cracked concrete.” Journal of Advanced Concrete Technology, 3 (1), 85-94.
5. Maekawa, K., Chaube, R. and Kishi, T. (1999). “Modeling of concrete performance.” E & FN SPON, 119.
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