Excitation method of guided wave modes in turnout rails with variable cross-section by applied surface tractions

被引:0
|
作者
Zhang, Zhongyi [1 ]
Tong, Fengzhuang [2 ,6 ]
Gao, Haoxiang [2 ,3 ]
Miao, Shuaijie [2 ,4 ]
Hu, Chengyang [2 ,5 ]
机构
[1] Shijiazhuang Tiedao Univ, Sch Civil Engn, Shijiazhuang, Peoples R China
[2] Shijiazhuang Tiedao Univ, State Key Lab Mech Behav & Syst Safety Traff Engn, Shijiazhuang, Peoples R China
[3] Inst Sci & Technol Informat, China Acad Railway Sci, Beijing, Peoples R China
[4] Beijing Jiaotong Univ, Sch Civil Engn, Beijing, Peoples R China
[5] China Acad Railway Sci, Basic Inst, Beijing, Peoples R China
[6] Beijing Key Lab Track Engn, Beijing 100044, Peoples R China
基金
中国国家自然科学基金;
关键词
Rail; Ultrasonic guided wave; Semi-analytical finite element method; Normal mode expansion; ELASTIC HOLLOW CYLINDERS;
D O I
10.1016/j.mechrescom.2025.104385
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Ultrasonic-guided waves have become a widely used technique for rapid and long-distance detection of rails due to their long propagation length and wide detection range. The single-guided wave mode shows remarkable signal processing and damage identification prospects. This study proposes a novel excitation method for a unitary guided wave mode in rails with a variable cross-section using semi-analytical finite element and normal mode expansion. This method proposes the optimum location for exciting guided wave mode. Furthermore, the excitation method is verified using finite element simulation, demonstrating its capability to excite a unitary guided wave mode. In summary, the proposed method guides the excitation strategy of a unitary guided wave mode during damage detection and holds the potential for non-destructive testing and structural health monitoring.
引用
收藏
页数:11
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