4.7 Article

Refined detection technique for bridge frequencies using rocking motion of single-axle moving vehicle

期刊

出版社

ACADEMIC PRESS LTD- ELSEVIER SCIENCE LTD
DOI: 10.1016/j.ymssp.2021.107992

关键词

Bridge; Contact point; Frequency; Rocking; Single-axle vehicle; Vehicle scanning method; Wheel

资金

  1. Chongqing Science and Technology Commission [cstc2020yszxjscxX0002, cstc2018jcyjyszxX0013, cstc2019yszxjcyjX0001]
  2. National Natural Science Foundation of China [52078082]
  3. China State Railway Group Co., Ltd. [K2019G036]

向作者/读者索取更多资源

When using a self-designed single-axle vehicle to detect bridge frequencies, it is important to consider both the rocking and vertical motions, utilize sensors for different responses, and eliminate interference caused by the vehicle's own frequencies.
A self-designed single-axle vehicle is used to detect the bridge frequencies from its rocking motion, caused by wheels moving over an uneven surface. To include both the rocking and vertical motions, the single-axle vehicle is modeled as a two degree-of-freedom (DOF) system, unlike the previous single-DOF model. The rocking frequency, an inborn property of the vehicle, may pollute the frequency extraction of bridges in the test. The sensors mounted near the wheels (called the wheel sensors) for catching the rocking are of higher fidelity than the central sensor for the vertical motion. Both the vertical and rocking frequencies of the vehicle will be eliminated in the newly derived responses of the wheel-bridge contact points (CPs). In the flat road test, the vertical frequency of the test vehicle is identified from the average of the two wheel sensors responses, and rocking frequency from the angular response calculated. From the field test conducted on a two-span girder bridge, it is concluded that: (1) the new formulas for the CPs are reliable for scanning the bridge frequencies, while removing vehicle's frequencies; (2) the present model enables us to look into the mechanism of the wheel-bridge contact for uneven surface roughness; and (3) temporary stop of the test vehicle on the bridge can help sharpen the bridge frequencies identified.

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