混凝土-钢筋界面锈蚀层分布模型及混凝土锈胀开裂时间研究综述

doi:10.11896/cldb.25070009

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Abstract Steel corrosion constitutes the primary factor compromising the durability of reinforced concrete structures. It significantly compromises structural safety and service life by inducing concrete cover cracking, reducing steel cross-sectional area, and degrading bond strength. This summary systematically examines research progress in corrosion layer distribution models at the steel-concrete interface and the prediction of corrosion-induced cracking time. Research indicates that non-uniform corrosion layer distribution prevails in engineering practice, and its morphology significantly influences cracking behavior. Among existing prediction models, non-uniform distribution models and numerical models demonstrate superior alignment with practical engineering observations, yet require further optimization through integration of multi-physical field mechanisms and long-term field monitoring data. Future research should prioritize the development of multi-peak asymmetric corrosion layer models and the refinement of analytical methods for non-uniform corrosion to offer robust theoretical foundations for the durability design of reinforced concrete structures.

Key words： reinforcement corrosion rust distribution model prediction of corrosion-induced cracking time durability studies non-uniform corrosion critical corrosion level

Received: 10 May 2026 Published: Online: 2026-05-18

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TU528

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	Articles by authors
	HUANG Jin
	FANG Deming
	YIN Chenglong
	FU Chuanqing

Cite this article:

HUANG Jin,FANG Deming,YIN Chenglong, et al. Review on Corrosion Product Distribution Models at Steel-Concrete Interface and Prediction of Corrosion-induced Cracking Time in Concrete[J]. Materials Reports, 2026, 40(9): 25070009-13.

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https://www.mater-rep.com/EN/10.11896/cldb.25070009 OR https://www.mater-rep.com/EN/Y2026/V40/I9/25070009

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