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轮轨噪声预测模型研究进展

圣小珍 成功 THOMPSOND J 葛帅

圣小珍, 成功, THOMPSOND J, 葛帅. 轮轨噪声预测模型研究进展[J]. 交通运输工程学报, 2021, 21(3): 20-38. doi: 10.19818/j.cnki.1671-1637.2021.03.002
引用本文: 圣小珍, 成功, THOMPSOND J, 葛帅. 轮轨噪声预测模型研究进展[J]. 交通运输工程学报, 2021, 21(3): 20-38. doi: 10.19818/j.cnki.1671-1637.2021.03.002
SHENG Xiao-zhen, CHENG Gong, THOMPSON D J, GE Shuai. Research progress on wheel-rail noise prediction models[J]. Journal of Traffic and Transportation Engineering, 2021, 21(3): 20-38. doi: 10.19818/j.cnki.1671-1637.2021.03.002
Citation: SHENG Xiao-zhen, CHENG Gong, THOMPSON D J, GE Shuai. Research progress on wheel-rail noise prediction models[J]. Journal of Traffic and Transportation Engineering, 2021, 21(3): 20-38. doi: 10.19818/j.cnki.1671-1637.2021.03.002

轮轨噪声预测模型研究进展

doi: 10.19818/j.cnki.1671-1637.2021.03.002
基金项目: 

国家自然科学基金项目 U1834201

国家自然科学基金项目 U1934203

国家重点研发计划项目 2016YFE0205200

详细信息
    作者简介:

    圣小珍(1962-),男,江西永新人,上海工程技术大学教授,工学博士,从事轨道交通振动与噪声研究

  • 中图分类号: U270.16

Research progress on wheel-rail noise prediction models

Funds: 

National Natural Science Foundation of China U1834201

National Natural Science Foundation of China U1934203

National Key Research and Development Program of China 2016YFE0205200

More Information
  • 摘要: 从轮对振动声辐射预测模型、轨道结构振动声辐射预测模型与轮轨相互作用预测模型等方面,总结了轮轨噪声预测模型的研究进展,阐述了主要的建模方法及其特点,给出了一些典型结果,并提出了需要进一步研究的问题。研究结果表明:在建立轮对在给定简谐轮轨力作用下的振动声辐射预测模型时,可以将轮对简化为轴对称弹性体,轮对的振动响应通过一个2维的结构有限元模型来预测,而它的声辐射则通过一个2维的声学边界元模型来确定,这样的建模方法可以全面且方便地考虑轮对旋转所带来的陀螺效应和移动荷载效应;在建立轨道结构在给定的简谐轮轨力作用下的振动声辐射预测模型时,可以将轨道结构简化为无限长周期结构,轨道结构的振动响应通过周期结构理论来分析,而它的声辐射则应用2.5维声学边界元来预测,这样的建模方法可以方便地考虑轮轨力沿轨道的高速移动并大大简化声辐射的计算;在建立轮轨相互作用预测模型时,可以利用轮对和钢轨在轮轨接触点处的频率响应函数或脉冲响应函数,这样的建模方法只以轮轨力为未知量,不但使得相应的微分方程或积分方程未知量少,而且完全考虑了轮对的旋转及沿轨道的移动;轮轨噪声预测还需研究的问题包括高速列车轮对的声辐射、高速轨道相对车体的声辐射、地下铁路轮轨噪声,以及包含降噪措施的轮轨噪声预测模型等。

     

  • 图  1  不同区域噪声源对标准测点噪声的贡献量

    Figure  1.  Contribution of different regional noise sources to noise at standard measurement points

    图  2  高铁轮对的2D有限元网格

    Figure  2.  2D finite element meshes of high-speed train wheelset

    图  3  轮对右边轮轨接触点处的垂向原点频率响应函数

    Figure  3.  Vertical driving-point frequency response function of wheelset at right wheel-rail contact point

    图  4  钢轨的垂向原点频率响应函数

    Figure  4.  Vertical driving-point frequency response function of rail

    图  5  荷载以400 km·h-1移动时钢轨的时域格林函数

    Figure  5.  Time-domain Green's function for rail with load moving speed of 400 km·h-1

    图  6  高速列车在测点的等效连续A计权声压级

    Figure  6.  Equivalent continuous A-weighted sound pressure level generated by a high-speed train at measurement point

    图  7  移动且脉动的球体声压

    Figure  7.  Sound pressures of a moving sphere with pulsating vibration

    图  8  环形叠板式降噪块车轮

    Figure  8.  Wheel with cicumferential laminated reduction block

    图  9  阻尼环车轮

    Figure  9.  Wheel with ring dampers

    图  10  钢轨阻尼器

    Figure  10.  Rail dampers

    图  11  钢轨预测振动衰减率

    Figure  11.  Predicted vibration decay rates of rail

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  • 收稿日期:  2021-01-11
  • 网络出版日期:  2021-08-27
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