Field test on performance failure of vibration reduction fasteners in metro rail corrugation section

IF 5.7 2区 工程技术 Q1 ENGINEERING, MECHANICAL Engineering Failure Analysis Pub Date : 2025-05-15 Epub Date: 2025-02-14 DOI:10.1016/j.engfailanal.2025.109408
Chuanqing Dai , Tao Xin , Sen Wang , Yi Yang , Chao Kong , Yaoxuan Fang
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Abstract

The shear-type vibration-damping fastener (SVF) is widely recognized for the superior vibration-reduction effect. However, in a certain city’s metro lines, despite the use of SVF, environmental vibration issues have significantly impacted nearby residents as the operational years have increased. Field investigations revealed a severe rail corrugation phenomenon in the vibration-sensitive section, which may be a potential cause of the suboptimal vibration-damping performance of the SVF. To study this issue, a typical section with severe rail corrugation was selected for on-site testing research. The impact of replacing the SVF with compression-type vibration-damping fasteners (CVF) and subsequent rail grinding on the vibration time–frequency characteristics and noise was analysed. Results indicate that the typical wavelength of rail corrugation of 55–60 mm generated after long-term operation of the SVF track system is associated with wheel-rail system resonance within the frequency of 300.9–328.3 Hz. After replacing the SVF with CVF, the rail vibration acceleration intensity decreased by 36.3 %, and the rail vibration amplitude in the dominant frequencies range of 300–350 Hz significantly reduced, demonstrating a certain degree of control over rail corrugation. Following the rail grinding, the rail dominant frequencies shifted to higher band, the vibration source strength of the tunnel wall decreased by 2 dB, and the noise level within the tunnel was significantly reduced, with the A-weighted maximum sound pressure level decreasing by 12.4 dB(A). The findings provide theoretical references for analysing the failure causes of vibration-damping fastener performance in metro systems and offer potential solutions.
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地铁轨道波纹段减振紧固件性能失效现场试验
剪切型减振紧固件(SVF)因其优越的减振效果而得到广泛认可。然而,在某城市的地铁线路中,尽管使用了SVF,但随着运营年限的增加,环境振动问题对附近居民产生了重大影响。现场调查发现,在振动敏感段存在严重的钢轨波纹现象,这可能是SVF减振性能不理想的潜在原因。为了研究这一问题,选取了典型的钢轨严重波纹断面进行了现场试验研究。分析了用压缩式减振扣件(CVF)代替减振扣件以及后续的钢轨磨削对振动时频特性和噪声的影响。结果表明:SVF轨道系统长期运行后产生的典型波纹波长为55 ~ 60 mm,与轮轨系统共振频率在300.9 ~ 328.3 Hz范围内有关;用CVF代替SVF后,钢轨振动加速度强度降低了36.3%,300 ~ 350 Hz主导频率范围内的振动幅值明显减小,对钢轨波纹有一定程度的控制。磨轨后,轨道主导频率向更高频段移动,隧道壁面振源强度降低2 dB,隧道内噪声水平明显降低,A加权最大声压级降低12.4 dB(A)。研究结果为分析地铁系统减振紧固件失效原因提供了理论参考,并提出了可行的解决方案。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Engineering Failure Analysis
Engineering Failure Analysis 工程技术-材料科学:表征与测试
CiteScore
7.70
自引率
20.00%
发文量
956
审稿时长
47 days
期刊介绍: Engineering Failure Analysis publishes research papers describing the analysis of engineering failures and related studies. Papers relating to the structure, properties and behaviour of engineering materials are encouraged, particularly those which also involve the detailed application of materials parameters to problems in engineering structures, components and design. In addition to the area of materials engineering, the interacting fields of mechanical, manufacturing, aeronautical, civil, chemical, corrosion and design engineering are considered relevant. Activity should be directed at analysing engineering failures and carrying out research to help reduce the incidences of failures and to extend the operating horizons of engineering materials. Emphasis is placed on the mechanical properties of materials and their behaviour when influenced by structure, process and environment. Metallic, polymeric, ceramic and natural materials are all included and the application of these materials to real engineering situations should be emphasised. The use of a case-study based approach is also encouraged. Engineering Failure Analysis provides essential reference material and critical feedback into the design process thereby contributing to the prevention of engineering failures in the future. All submissions will be subject to peer review from leading experts in the field.
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