Probability-Based Maintenance Planning for RC Structures Attacked by Chloride

Author:

Sancharoen Pakawat1,Kato Yoshitaka2,Uomoto Taketo3

Affiliation:

1. Construction and Maintenance Technology Research Center (CONTEC), Sirindhorn International Institute of Technology, Thammasat University, Thailand.

2. Institute of Industrial Science, University of Tokyo, Japan.

3. School of Engineering, Shibaura Institute of Technology, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference40 articles.

1. Bazant, Z. P. (1979). “Physical model for steel corrosion in concrete sea structures - theory.” J. of Structural Div., ASCE, 105, No.ST6, 1137-1153.

2. Bhargava, K., Ghosh, A. K., Mori, Y. and Ramanujam, S. (2005). “Modeling of time to corrosion-induced cover cracking in reinforced concrete structure.” Cement and Concrete Research, 35, 2203-2218.

3. Cusson, D. and Mailvaganam, N. (1996). “Durability of repair materials.” Concrete International, 18(3), 34-38.

4. Emberson, N. K. and Mays G. C. (1990). “Significance of property mismatch in the patch repair of structural concrete Part 1: Properties of repair systems.” Magazine of Concrete Research, 42(152), 147-160.

5. Emmons, P. H., Vaysburd, A. M. and McDonald, J. E. (1993). “A rational approach to durable concrete repairs.” Concrete International, 15(9), 40-45.

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