Mesoscale Modeling of Chloride Penetration in Unsaturated Concrete Damaged by Freeze-Thaw Cycling-Reference-Cited by-同舟云学术

Mesoscale Modeling of Chloride Penetration in Unsaturated Concrete Damaged by Freeze-Thaw Cycling

Published:2014-05 Issue:5 Volume:26 Page:955-965
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Wang Licheng¹,Ueda Tamon²

Affiliation:

1. Associate Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, No. 2, Linggong Rd., Ganjingzi District, Dalian 116024, China (corresponding author).

2. Professor, Division of Engineering and Policy for Sustainable Environment, Faculty of Engineering, Hokkaido Univ., Kita-ku, Kita 13, Nishi 8, Sapporo 060-8628, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000901

Reference55 articles.

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3. Effect of Cracking on Water and Chloride Permeability of Concrete

4. Bentz D. P. Detwiler R. J. Garboczi E. J. Halamickova P. and Schwartz L. M. (1997). “Multi-scale modeling of the diffusivity of mortar and concrete.” Proc. Chloride Penetration into Concrete L. O. Nilsson and J. P. Ollivier eds. Saint-Rémy-lès-Chevreuse RILEM Publications France 85–94.

5. An overview and sensitivity study of a multimechanistic chloride transport model

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