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

材料导报

2026, Vol. 40

Issue (9): 25070009-13 https://doi.org/10.11896/cldb.25070009

无机非金属及其复合材料

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

黄晋¹, 方德明¹, 殷成龙^1,*, 付传清²

1 浙江树人学院城建学院,杭州 310015
2 浙江工业大学土木工程学院,杭州 310014

Review on Corrosion Product Distribution Models at Steel-Concrete Interface and Prediction of Corrosion-induced Cracking Time in Concrete

HUANG Jin¹, FANG Deming¹, YIN Chenglong^1,*, FU Chuanqing²

1 College of Urban Construction, Zhejiang Shuren University, Hangzhou 310015, China
2 College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, China

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摘要钢筋锈蚀是影响钢筋混凝土结构耐久性的核心因素,其通过引发保护层开裂、钢筋截面缩减及粘结强度退化,显著降低结构安全性与使用寿命。本文系统综述了钢筋-混凝土界面锈层分布模型及混凝土锈胀开裂时间预测的研究进展。研究表明:实际工程中锈层呈非均匀分布,其形态对开裂行为的影响显著;现有预测模型中,非均匀分布模型与数值模型更接近工程实际,但需进一步结合多物理场机理与长期实测数据优化。最后提出未来应重点发展多峰非对称锈层模型、完善非均匀锈蚀解析方法,为钢筋混凝土结构耐久性设计提供理论参考。

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关键词: 钢筋锈蚀锈层分布模型锈胀开裂时间预测耐久性研究非均匀锈蚀临界锈蚀量

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

收稿日期: 2026-05-10 出版日期: 2026-05-10 发布日期: 2026-05-18

ZTFLH:

TU528

基金资助: 国家自然科学基金(51978620)

通讯作者: ^*殷成龙,博士,浙江树人学院特聘副研究员。目前主要从事固化土、混凝土等土木工程材料性能测试、表征与评价研究。yinchenglong@zjsru.edu.cn

作者简介: 黄晋,博士,浙江树人学院城建学院讲师,目前主要从事钢筋混凝土结构耐久性方面的研究。

引用本文:

黄晋, 方德明, 殷成龙, 付传清. 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[J]. 材料导报, 2026, 40(9): 25070009-13.
HUANG Jin, FANG Deming, YIN Chenglong, FU Chuanqing. Review on Corrosion Product Distribution Models at Steel-Concrete Interface and Prediction of Corrosion-induced Cracking Time in Concrete. Materials Reports, 2026, 40(9): 25070009-13.

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https://www.mater-rep.com/CN/10.11896/cldb.25070009 或 https://www.mater-rep.com/CN/Y2026/V40/I9/25070009

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