1 School of Civil Engineering,Tianjin Chengjian University,Tianjin 300384,China 2 Tianjin Key Laboratory of Civil Structure Protection and Reinforcement,Tianjin 300384,China 3 No. 6 Engineering Co., Ltd. of FHEC of CCCC,Tianjin 300451,China
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.
通讯作者:
孟庆领,通信作者,博士,天津城建大学土木工程学院副教授。2010年6月河北大学工程力学专业本科毕业,2013年1月大连理工大学工程力学专业硕士毕业,2013年8月至2015年8月在中国一重集团有限公司工作,2019年11月天津大学桥梁与隧道工程专业博士毕业,2019年12月到天津城建大学工作至今。目前主要从事材料力学性能模拟与测试、结构长期性能预测等方面的研究工作。发表SCI论文6篇、EI论文4篇、核心论文2篇,获专利授权9项,为Engineering structures、Journal of bridge engineering等期刊审稿人,主持国家自然科学基金项目1项,省部级课题2项。 王海良,通信作者,硕士,天津城建大学土木工程学院教授。1988年6月西南交通大学铁道桥梁专业本科毕业,1991年6月西南交通大学桥隧及结构工程专业硕士毕业,2007年到天津城建大学工作至今。目前主要从事大跨桥梁施工过程控制、既有结构检测及加固、新型桥梁结构体系等方面的研究工作。发表核心及以上学术论文50余篇,主持多项国家级、省部级课题。
作者简介: 郭晓宇,博士,天津城建大学土木工程学院讲师。2012年6月河北建筑工程学院土木工程专业本科毕业,2015年6月华东交通大学结构工程专业硕士毕业,2020年1月天津大学结构工程专业博士毕业,2020年9月到天津城建大学工作至今。目前主要从事耐候桥梁钢腐蚀疲劳性能、复杂环境下预制拼装混凝土桥梁耐久性等方面的研究工作。发表核心及以上学术论文20余篇,其中SCI/EI检索论文10余篇,申请发明专利3项,为Corrosion Science、Materials Chemistry and Physics、Construction and Building Materials等期刊审稿人,主持和参与多项国家级、省部级课题。
引用本文:
郭晓宇, 温晓晶, 孟庆领, 王海良, 彭全敏, 张龙明. 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[J]. 材料导报, 2023, 37(11): 22070019-8.
GUO Xiaoyu, WEN Xiaojing, MENG Qingling, WANG Hailiang, PENG Quanmin, ZHANG Longming. Research Progress on Performance Degradation of Weathering Steel and Its Welded Joints in Bridges Under Coupling Effects of Corrosion and Load. Materials Reports, 2023, 37(11): 22070019-8.
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2023, Vol. 37 
