Study on Chloride Permeability and Chloride Ion Transport of Fiber-Reinforced Cementitious Composite Repair System

The durability degradation of concrete structures in marine and urban underground environments is largely governed by chloride-induced corrosion. This process becomes significantly more severe under the coupled action of external loading and drying–wetting cycles, which accelerate chloride transport...

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Bibliographic Details

Published in:	Buildings
Main Authors:	Qiang Xue, Tian-Yu Zheng, Jian Wang, Jian-Jun Zhang, Wei Xia, Sheng-Ai Cui
Format:	Article
Language:	English
Published:	MDPI AG 2025-03-01
Subjects:	FRCC for repair material corrosion chloride permeability chloride-induced corrosion coupled loading and drying–wetting cycles chloride transport model
Online Access:	https://www.mdpi.com/2075-5309/15/6/975