腐蚀-荷载耦合作用下耐候桥梁钢及其焊接节点性能劣化研究进展

doi:10.11896/cldb.22070019

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Abstract Weathering steel (WS) is widely used in bridge engineering because of its advantage of uncoated application. And it is an important direction for the development of steel bridge in China in the future. In recent years, the corrosion and fatigue fracture of the welded joints in WS bridges have become increasingly prominent with the application of WS. It seriously affects the service performance of WS bridges to a certain extent. Therefore, it is urgent to carry out the research on the corrosion and mechanical behaviors and the prediction method of properties degradation for the welded joints of WS in bridges. According to the actual service conditions of bridges, WS is often subjected to the coupling effects of corrosion and load. Therefore, it is particularly important to comprehensively and systematically study the corrosion behavior of WS welded joints under the coupling effects of corrosion and load, and quantify the stress corrosion damage and fatigue damage resulting in the deterioration of its mechanical properties. In this study, the research status of corrosion and mechanical behaviors, simulation methods of corrosion evolution, and evaluation methods of mechanical property degradation for WS and its welded joints was reviewed and analyzed. And the urgent issues to be solved with regard to the research on the properties of WS and its welded joints were proposed. In addition, the current progress was introduced. These point out the direction for the related researches on WS bridges, aiming to eliminate the doubts of bridge design and construction units for the long-term performance of WS, and pushing forward the large-scale application progress of WS in bridges in China. This study can play a more active action in the construction and maintenance of WS bridges in the future.

Key words： weathering steel (WS) in bridges welded joint coupling effects of corrosion and load corrosion mechanism performance degradation

Published: 10 June 2023 Online: 2023-06-19

CLC number:

U448. 36

Fund:Scientific Research Project of Tianjin Education Commission(2020KJ038).

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	Articles by authors
	GUO Xiaoyu
	WEN Xiaojing
	MENG Qingling
	WANG Hailiang
	PENG Quanmin
	ZHANG Longming

Cite this article:

GUO Xiaoyu,WEN Xiaojing,MENG Qingling, et al. Research Progress on Performance Degradation of Weathering Steel and Its Welded Joints in Bridges Under Coupling Effects of Corrosion and Load[J]. Materials Reports, 2023, 37(11): 22070019-8.

URL:

http://www.mater-rep.com/EN/10.11896/cldb.22070019 OR http://www.mater-rep.com/EN/Y2023/V37/I11/22070019

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