Scanning vertical and flexural-torsional frequencies of thin-walled girder bridges using a two-axle vehicle and a signal enhancement approach

被引:0
|
作者
Li, Xueqi [1 ]
Cai, Yong [1 ]
Lv, Xiaoyong [2 ]
Chen, Haijun [1 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha 410075, Peoples R China
[2] Cent South Univ Forestry & Technol, Sch Civil Engn, Changsha 410004, Peoples R China
关键词
Flexural-torsional frequency; Two-axle vehicle; Signal enhancement approach; Thin-walled girder bridge; Road roughness;
D O I
10.1016/j.tws.2025.113116
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In research on using vehicles to extract bridge frequencies, single degree-of-freedom vehicles and twodimensional bridges cannot fully simulate vehicle-bridge interaction and bridge frequency extraction. Therefore, a method of using two-axle vehicles to extract the vertical and flexural-torsional frequencies of threedimensional (3D) bridges is proposed. First, the feasibility of this method is theoretically verified by analytical methods. Subsequently, a signal enhancement approach, combining successive variational mode decomposition (SVMD) and a designed window function, is proposed. SVMD performs modal decomposition on vehicle signals, while the window function reduces noise in vehicle signals and enhances bridge signals, resulting in a low-noise spectrum. The investigations indicate that bridge frequencies extracted by the proposed method exhibit a relative error of <5 %, which meets engineering requirements. Moreover, the method is insensitive to vehicle parameters and is not limited by two-axle vehicle types. Notably, vertical acceleration spectra of two-axle vehicles, filtered using the signal enhancement approach, can resist the effect of road roughness noise on bridge frequency identification. This study further advances the vehicle scanning method and offers a practical approach to bridge health monitoring.
引用
收藏
页数:19
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