[1]付娜,亓伟,罗国锋,等.高速铁路车轮多边形作用下无砟轨道振动能量特性研究[J].高速铁路技术,2026,(01):85-98.[doi:10.12098/j.issn.1674-8247.2026.01.013]
　FU Na,QI Wei,LUO Guofeng,et al.Study on the Vibrational Energy Properties of Ballastless Tracks under High-speed Railway Wheel Polygonization[J].HIGH SPEED RAILWAY TECHNOLOGY,2026,(01):85-98.[doi:10.12098/j.issn.1674-8247.2026.01.013]
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高速铁路车轮多边形作用下无砟轨道振动能量特性研究()

《高速铁路技术》[ISSN:1674-8247/CN:51-1730/U]

卷:
期数:
2026年01期
页码:
85-98
栏目:
研究创新
出版日期:
2026-01-30

文章信息/Info

Title:
Study on the Vibrational Energy Properties of Ballastless Tracks under High-speed Railway Wheel Polygonization
文章编号:
1674-8247(2026)01-0085-14
作者:
付娜1; 亓伟2; 罗国锋1; 夏一鸣1
(1. 成都纺织高等专科学校, 成都 611731; 2. 成都工业职业技术学院, 成都 610218)
Author(s):
FU Na1;  QI Wei2;  LUO Guofeng1;  XIA Yiming1
(1.Chengdu Textile College, Chengdu 611731, China; 2. Chengdu Vocational & Technical College of Industry, Chengdu 610218, China)
关键词:
车轮多边形;  无砟轨道;  振动;  功率流;  振动能量
Keywords:
wheel polygon;  ballastless track;  vibration;  power flow;  vibrational energy
分类号:
U21
DOI:
10.12098/j.issn.1674-8247.2026.01.013
文献标志码:
A
摘要:
车轮多边形磨耗引起剧烈的轮轨动力作用,此动力作用严重影响无砟轨道相关性能。为了对车轮多边形作用下无砟轨道振动能量特性进行研究,建立轮对-无砟轨道耦合动力学模型,采用导纳功率流法研究车轮多边形作用下,无砟轨道振动能量分布与传递特性。结果表明,轮轨系统在多边形车轮通过频率处的共振是引起无砟轨道较大振动能量的原因。无砟轨道各层振动能量自上而下递减,钢轨到轨道板间振动能量传递最小,自密实混凝土层到底座板层间振动能量传递最大。中、高阶车轮多边形引起无砟轨道各层振动能量传递率在中高频范围较大。多边形波深、车速与无砟轨道功率流量值呈正相关性,扣件刚度对无砟轨道各层功率流量值的影响不同。无砟轨道层间振动能量传递的频域范围受扣件刚度和车速影响较大。本文的研究可为类似的无砟轨道设计提供参考。
Abstract:
The wheel polygonal wear leads to strong wheel-rail dynamic interaction affecting the performance of ballastless track. To investigate the vibration energy characteristics of ballastless tracks under wheel polygonization, a coupled wheelset-ballastless track dynamics model was established. The admittance power flow method was employed to study the vibration energy distribution and transmission characteristics of the ballastless track under wheel polygon excitation. The results indicate that resonance of the wheel-rail system at the passing frequency of the polygonal wheel is the primary cause of substantial vibration energy in the ballastless track. The vibration energy in each layer of the ballastless track decreases from top to bottom, with the smallest energy transmission occurring between the rail and the track slab, and the largest between the self-compacting concrete layer and the base plate. Medium-and high-order wheel polygonization leads to relatively high vibration energy transmission ratios across the ballastless track layers in the mid-to-high frequency range. Polygon wave depth and train speed show a positive correlation with the power flow values in the ballastless track, while the influence of fastener stiffness on the power flow values varies across different layers. The frequency range of vibration energy transmission between ballastless track layers is significantly affected by fastener stiffness and train speed. This study can provide a reference for the design of similar ballastless tracks.

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备注/Memo

备注/Memo:
收稿日期:2024-12-03
作者简介:付娜(1983-),女,副教授。
更新日期/Last Update: 2026-01-30