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整体道床轨道扣件刚度对钢轨声功率特性的影响
引用本文:盛曦,赵才友,王平,陈俊豪,魏晓. 整体道床轨道扣件刚度对钢轨声功率特性的影响[J]. 西南交通大学学报, 2018, 53(5): 928-936, 1094. DOI: 10.3969/j.issn.0258-2724.2018.05.008
作者姓名:盛曦  赵才友  王平  陈俊豪  魏晓
摘    要: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. 

关 键 词: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
收稿时间:2017-06-07

Effects of Fastener Stiffness of Monolithic Bed Track on Vertical Rail Sound Power Characteristics
SHENG Xi,ZHAO Caiyou,WANG Ping,CHEN Junhao,WEI Xiao. Effects of Fastener Stiffness of Monolithic Bed Track on Vertical Rail Sound Power Characteristics[J]. Journal of Southwest Jiaotong University, 2018, 53(5): 928-936, 1094. DOI: 10.3969/j.issn.0258-2724.2018.05.008
Authors:SHENG Xi  ZHAO Caiyou  WANG Ping  CHEN Junhao  WEI Xiao
Abstract: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. 
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