全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用:99美元

查看量下载量

相关文章

更多...
-  2018 

整体道床轨道扣件刚度对钢轨声功率特性的影响
Effects of Fastener Stiffness of Monolithic Bed Track on Vertical Rail Sound Power Characteristics

DOI: 10.3969/j.issn.0258-2724.2018.05.008

Keywords: 扣件刚度,钢轨声功率,钢轨导纳,轨道衰减率,谱元法,谱传递矩阵法,
stiffness
,rail sound power,mobility,track decay rate,spectral element method,spectral transfer matrix method

Full-Text   Cite this paper   Add to My Lib

Abstract:

为了研究整体道床轨道扣件刚度对钢轨垂向振动声功率特性的影响,建立了平面半轨道模型,利用谱元法计算了钢轨导纳,建立了轨道周期子结构模型,利用谱传递矩阵法计算了轨道衰减率;结合钢轨导纳和轨道衰减率计算结果,得到了单位简谐点激励作用下的钢轨声功率级,分析了扣件刚度对钢轨相对声功率级的影响.研究结果表明:在单位简谐点激励作用下,中低频范围内的钢轨声功率级随着频率的增大而提高,在1/3倍频程中心频率800 Hz处,钢轨声功率级出现峰值;钢轨声功率级随着扣件刚度的减小而增大,但主要影响的频率范围为400 Hz以下;扣件刚度减小越多,钢轨声功率级增大越显著;扣件刚度的减小使得钢轨声功率级在钢轨弯曲共振频率处增加量最大,这是因为在该频率下钢轨导纳幅值增加量和轨道衰减率减少量均较大.
:To study the effects of fastener stiffness of the monolithic bed track on vertical rail sound power characteristics, the plane half-track model was built and the spectral element method was utilised to obtain rail mobility. A periodic track-substructure model was also built, and the spectral transfer matrix method was utilised to obtain the track decay rate. Combining the results of both rail mobility and track decay rate, the power level of rail sound under unit harmonic point excitation was calculated, and the effects of fastener stiffness on the relative rail sound power level were investigated. The results show that the power level of rail sound increases with the increase in the frequency in the low-medium frequency range. The power level of rail sound has a peak at the centre frequency of 800 Hz in the one third octave band. With the decrease in fastener stiffness, the power level of rail sound increases, which is more obvious in frequency range under 400 Hz. The level is increased more significantly when the stiffness gets a larger decrease. The rail sound power level mostly increases at the rail bending resonance frequency because the rail mobility amplitude increases and the track decay rate decreases deeply

References

[1]  王平,唐剑,杨鹏,等. GJ-Ⅲ减振扣件轨道对轨道交通高架段环境噪声的影响分析[J]. 铁道标准设计,2017,61(3):4-9 WANG Ping, TANG Jian, YANG Peng, et al. Analysis of the influence of GJ-Ⅲ fastener vibration damping track on environment noise of metro viaduct section[J]. Railway Standard Design, 2017, 61(3):4-9
[2]  THOMPSON D J. Wheel-rail noise generation, part Ⅲ:rail vibration[J]. Journal of Sound & Vibration, 1993, 161(3):421-446
[3]  MAN A P D. A survey of dynamic railway track properties and their quality[D]. Delft:TU Delft,2002
[4]  ESQUIVEL-SIRVENT R, COCOLETZI G H. Band structure for the propagation of elastic waves in superlattices[J]. Journal of the Acoustical Society of America, 1994, 95(1):86-90
[5]  RYUE J, THOMPSON D J, WHITE P R, et al. Decay rates of propagating waves in railway tracks at high frequencies[J]. Journal of Sound and Vibration, 2009, 320(4/5):955-976
[6]  HECKL M A. Railway noise-can random sleeper spacings help?[J]. ActaAcustica united with Acustica, 1995, 81(6):559-564
[7]  HECKL M A. Coupled waves on a periodically supported Timoshenko beam[J]. Journal of Sound and Vibration, 2002, 252(5):849-882
[8]  JONES C J C, THOMPSON D J, DIEHL R J. The use of decay rates to analyse the performance of railway track in rolling noise generation[J]. Journal of Sound and Vibration, 2006, 293(3/4/5):485-495
[9]  CEN. EN 15461:2008+A1:2010 Railway applications-noise emission-characterization of the dynamic properties of track selections for pass by noise measurements[S]. Brussels:CEN Management Centre,2010
[10]  李小珍,刘全民,张迅,等. 铁路高架车站车致振动实测与理论分析[J]. 西南交通大学学报,2014,49(4):612-618 LI Xiaozhen, LIU Quanmin, ZHANG Xun, et al. Measurement and theoretical analysis of vehicle-induced vibration on elevated railway station[J]. Journal of Southwest Jiaotong University, 2014, 49(4):612-618
[11]  王平,周昌盛,韦凯,等. 随机振动过程中轮轨系统内的能量研究[J]. 铁道工程学报,2015,32(5):30-34 WANG Ping, ZHOU Changsheng, WEI Kai, et al. The energy research on the wheel-rail system in the process of stochastic vibration[J]. Journal of Railway Engineering Society, 2015, 32(5):30-34
[12]  李小珍,张志俊,冉汶民,等. 桥上列车高速运行引起的地面振动试验研究[J]. 西南交通大学学报,2016,51(5):815-823 LI Xiaozhen, ZHANG Zhijun, RAN Wenmin, et al. Field test of ground vibration induced by high-speed train on elevated bridge[J]. Journal of Southwest Jiaotong University, 2016, 51(5):815-823
[13]  任海,肖友刚. 地铁车内噪声的成因及控制策略[J]. 铁道车辆,2009,47(4):25-28 REN Hai, XIAO Yougang. The cause and control strategy of vehicle interior noise[J]. Rolling Stock, 2009, 47(4):25-28
[14]  THOMPSON D. Railway noise and vibration:mechanisms,modelling and means of control[M]. Oxford:Elsevier Limited,2008:175-197
[15]  DOYLE J F. Wave propagation in structures:spectral analysis using fast discrete fourier transforms[M]. New York:Springer,1997:150-197
[16]  IGAWA H, KOMATSU K, SANO M. Wave propagation analysis of frame structures using the spectral element method[J]. Journal of Sound & Vibration, 2004, 277(4):1071-1081
[17]  LEE U. Spectral element method in structural dynamics[M]. New York:John Wiley and Sons,2009:355-369

Full-Text

comments powered by Disqus

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133

WeChat 1538708413