应力影响下预应力筋的腐蚀性能研究综述

徐丹丹; 赵羽习; 曾滨; 弓扶元

doi:10.13204/j.gyjzG22083114

应力影响下预应力筋的腐蚀性能研究综述

doi: 10.13204/j.gyjzG22083114

1. 浙江大学建筑工程学院, 杭州 310058;
2. 中冶建筑研究总院有限公司, 北京 100088

基金项目:

国家自然科学基金项目(52038010)

国家工业建筑诊断与改造工程技术研究中心开放基金项目(YYY2020Z046)。

详细信息

作者简介:
徐丹丹,女,1999年出生,博士研究生,xuddan@zju.edu.cn。

通讯作者:
弓扶元,男,研究员,gongfy@zju.edu.cn。

计量
- 文章访问数: 179
- HTML全文浏览量: 13
- PDF下载量: 12
- 被引次数: 0
出版历程
- 收稿日期: 2022-08-31

A Review of Corrosion Characteristics of Prestressing Tendons Under the Influence of Stress

1. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China;
2. General Research Institute of Building and Construction, MCC Group, Beijing 100088, China

摘要

摘要: 对应力影响下预应力筋腐蚀性能的相关研究进行了综述,从腐蚀现象和腐蚀效应两方面总结了相关研究的成果。腐蚀现象的研究关注腐蚀起始和点蚀形成、点蚀演化和裂纹成核、裂纹扩展和金属断裂的整个发展过程。预应力筋中的应力影响钝化膜的形成和破坏,进而影响点蚀敏感性。因点蚀演化在蚀坑处形成微裂纹是应力腐蚀开裂的典型特征,分析裂纹扩展模式和断口形貌可以确定该断裂模式。腐蚀效应的研究重点关注有应力历史的腐蚀预应力筋的力学性能退化,研究表明强度和延性均有不同程度的降低,关于应力水平/应力幅对性能退化的影响规律仍需进一步研究。
- 预应力混凝土结构 /
- 应力腐蚀 /
- 腐蚀疲劳 /
- 早期损伤演化
Abstract: Studies related to the corrosion performance of prestressing tendons under the influence of stress are reviewed in terms of both corrosion phenomena and corrosion effects. The study of corrosion phenomena focuses on the entire development process, including corrosion initiation and pitting formation, pitting evolution and crack nucleation, crack expansion and metal fracture. The presence of stress affects pitting susceptibility by influencing the formation and destruction of the passivation film. By the evolution of pitting, the formation of microcracks at the etch pits is a typical feature of stress corrosion cracking, and by analysing the fracture morphology can determine this fracture mode. The study of corrosion effect concentrates on the degradation of mechanical properties of prestressing tendons with stress history corrosion. The result shows the strength and ductility are reduced to different degrees, and further research is needed on the effect law of stress level/stress amplitude on property degradation.
- prestressed concrete structures /
- stress corrosion /
- corrosion fatigue /
- early damage evolution

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