Effects of Fastener Stiffness of Monolithic Bed Track on Vertical Rail Sound Power Characteristics
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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.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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图 8有砟轨道谱传递矩阵法计算模型
Figure 8.Spectral transfer matrix method calculating model of ballast track
图 12轨道周期子结构的垂向轨道衰减率
Figure 12.Vertical track decay rate of periodic track substructure
图 14不同扣件刚度下的跨中钢轨垂向原点导纳幅值
Figure 14.Vertical direct mid-span rail mobility amplitudes of different fastener stiffness
图 16不同扣件刚度下的钢轨相对声功率级
Figure 16.Relative rail sound power level of different fastener stiffness
表 1计算参数
Table 1.Calculating parameters
部件 项目 符号 参数 钢轨 模型长度/m LH 25 弹性模量/GPa E 210 泊松比 υ 0.3 截面面积/m2 A 7.75×10-3 密度/(kg•m–3) ρ 7 850 剪切矫正因子 K 0.532 9 绕水平轴惯性矩/m4 I 3.22×10-5 扣件 垂向刚度/(kN•mm–1) kv 14 阻尼损耗因子 ηp 0.25 轨下垫板沿纵向的长度/m br 0.17 扣件间距/m a 0.625 
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表 2有砟轨道计算参数
Table 2.Calculating parameters of ballast track
项目 符号 参数 钢轨剪切矫正因子 K 0.4 垫板垂向刚度/(kN•mm–1) kpv 180 垫板阻尼损耗因子 ηp 0.2 道砟垂向刚度/(kN•mm–1) kbv 60 道砟阻尼损耗因子 ηb 1 扣件间距/m a 0.6 轨枕质量/kg ms 150 下载:
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