基于数值模型和解析模型的钢轨波导特性分析  

Analysis of Guided Wave Behaviour in Rails Using Numerical or Analytical Models

作　　者：代丰 刘学毅[2] 朱颖[1,2] 汤普森.代维[3] 杨吉忠 DAI Feng;LIU Xueyi;ZHU Ying;THOMPSON David;YANG Jizhong(China Railway Eryuan Engineering Group Co.Ltd.,Chengdu 610031,China;MOE Key Laboratory of High-speed Rail-way Engineering,Southwest Jiaotong University,Chengdu 610031,China;Institute of Sound and Vibration Research,Uni-versity of Southampton,Southampton SO17 1B J,United Kingdom)

机构地区：[1]中铁二院工程集团有限责任公司,四川成都610031 [2]西南交通大学高速铁路线路工程教育部重点实验室,四川成都610031 [3]南安普顿大学声学与振动研究所

出　　处：《西南交通大学学报》2018年第5期951-957,1016,共8页Journal of Southwest Jiaotong University

基　　金：国家自然科学基金资助项目(U1434208;U1534203);四川省科技支撑计划资助项目(2016GZ0333;2018GZ0056);四川省科技服务业示范项目(2016GFW0137)

摘　　要：钢轨振动由沿钢轨传递的各类导波构成,是铁路滚动噪声的主要贡献者.为了研究铁路轨道的动力特性,分别基于铁木辛柯梁理论和波导有限元法建立了两种分析模型,推导自由波响应和受迫响应的求解过程,以波数、群速度、速度导纳和衰减率为指标,分析了两种模型条件下钢轨的波导特性.研究结果表明:波导有限元模型包含了钢轨横截面所有的变形特征,可表征6 kHz内钢轨中的8种导波及其特性,反映导波波型交换、群速度互换的现象,以及高阶导波激发引起的导纳峰值;铁木辛柯梁模型可识别包括弯曲波、扭转波和纵波在内的5种钢轨导波,无法揭示截止频率在1.5 kHz以上与钢轨截面变形相关的导波;铁木辛柯梁模型可给出2 kHz内合理的钢轨垂向原点速度导纳计算结果.The vibration of rails is a major contributor to railway rolling noise,and consists of different guided waves that propagate along the rail. To study the dynamic behaviour of a railway track,models based on the Timoshenko beam theory and the waveguide finite-element method were established. The solution procedures to obtain the free wave response and the forced response for each model were determined. The characteristics of guided waves in rails,such as wavenumber,group velocity,mobility,and decay rate,were analysed based on two different models. The waveguide finite-element model,which includes all the features of rail cross-section deformation,makes it possible to identify eight kinds of guided waves in rails within a frequency range of as much as 6 kHz. Moreover,the phenomena of wave mode exchange and group velocity exchange between waves are discussed,as well as the peak in the mobility caused by the excitation of the higher-order wave mode. The Timoshenko beam model can identify five of these wave modes,including those for bending,torsion,and extensional waves,but it cannot identify the ones associated with cross-section deformations that cut on at frequencies of more than 1.5 kHz. The Timoshenko beam model provides acceptable results for point mobilities of as much as 2 kHz.

关 键 词：波导有限元 铁木辛柯梁 群速度 速度导纳 铁路轨道 

分 类 号：V211.3[航空宇航科学与技术—航空宇航推进理论与工程]