Chloride Diffusion Analysis of Concrete Members Considering Depth-Dependent Diffusion Coefficients and Effect of Reinforcement Presence-Reference-Cited by-同舟云学术

Chloride Diffusion Analysis of Concrete Members Considering Depth-Dependent Diffusion Coefficients and Effect of Reinforcement Presence

Published:2016-05 Issue:5 Volume:28 Page:04015183
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Wang Yuanzhan¹,Li Qingmei²,Lin Chen’anpan³

Affiliation:

1. Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety and Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration, Tianjin Univ., Tianjin 300072, People’s Republic of China (corresponding author).

2. State Key Laboratory of Hydraulic Engineering Simulation and Safety and Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration, Tianjin Univ., Tianjin 300072, People’s Republic of China.

3. Assistant Engineer, CCCC-FHDI Engineering Co., Ltd., 161 Qianjin Rd., Haizhu District, Guangzhou 510230, People’s Republic of China.

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.1943-5533.0001425

Reference39 articles.

1. ASTM. (2001). “Standard test method for determining volume fraction by systematic manual point count.” ASTM E562-01 Philadelphia.

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

3. Mechanism of corrosion of steel in concrete in relation to design, inspection, and repair of offshore and coastal structures;Browne R. D.;ACI J.,1980

4. The kinetics of penetration of chloride ions into the concrete;Collepardi M.;Il Cemento.,1970

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