A three-phase model based on boundary element method for simulation of chloride diffusion in concrete

Chloride-induced corrosion of steel reinforcements has been identified as one of the main causes of deterioration of concrete structures. A feasible numerical method is required to predict chloride penetration in concrete structures. In this study, a three-phase model of concrete based on the Bounda...

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Bibliographic Details
Main Authors: Weiying Liang, Zheng Chen, Jiamin Yu
Format: Article
Language:English
Published: Elsevier 2024-12-01
Series:Case Studies in Construction Materials
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509524006053