Monitoring fatigue cracks in rib-to-deck joints of orthotropic steel deck using ultrasonic Lamb waves

被引:9
|
作者
Zhang, Dengke [1 ]
Cui, Chuang [1 ]
Zhang, Xiang [1 ]
Jiang, Zhenxiong [2 ]
Zhang, Xin [1 ]
Bao, Yi [3 ]
机构
[1] Southwest Jiaotong Univ, Dept Bridge Engn, Chengdu 610031, Peoples R China
[2] Transportat Engn Construct Bur, Nanjing 210004, Peoples R China
[3] Stevens Inst Technol, Dept Civil Environm & Ocean Engn, Hoboken, NJ 07030 USA
基金
中国国家自然科学基金;
关键词
Crack monitoring; Fatigue crack; Orthotropic steel decks; Rib-to-deck joint; Ultrasonic Lamb waves; COMPOSITE STRUCTURES; THERMOGRAPHY; TRANSDUCER; INSPECTION; DAMAGE; WELD;
D O I
10.1016/j.tws.2023.110922
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Fatigue cracks in rib-to-deck joints of orthotropic steel decks (OSDs) endanger the safety of bridges and are difficult to detect. This paper proposes to monitor fatigue cracks using ultrasonic Lamb waves. An OSD specimen instrumented with ultrasonic sensors was fabricated and tested to crack under fatigue loads. Ultrasonic Lamb waves were measured to detect, locate, visualize, and evaluate fatigue cracks using a probabilistic inspection of damage method. A finite element model was developed to understand wave propagation and crack growth process, and utilized to perform parametric studies on the type, position, and severity of cracks. The results indicated that fatigue cracks were effectively monitored by ultrasonic Lamb waves. Errors of crack positions were less than 5 mm. The damage probability distribution increased with the crack depth and crack length. The ultrasonic Lamb waves are more sensitive to toe-deck and root-deck cracks than other modes of cracks in rib-to-deck joints.
引用
收藏
页数:15
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