Modeling Chloride Diffusion Coefficient of Steel Fiber Reinforced Concrete under Bending Load

The chloride diffusion coefficient is the most important parameter when predicting chloride ingress in concrete. This paper proposed a model for calculating the chloride diffusion coefficient of steel fiber reinforced concrete (SFRC). Considering the concrete structures in service are usually subjec...

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Bibliographic Details
Main Authors: Qiannan Wang, Wei Sun, Liping Guo, Chunping Gu, Jinyu Zong
Format: Article
Language:English
Published: Hindawi Limited 2018-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2018/3789214