XU Lei, ZHAI Wan-ming. The Random Field Model for Track Structures and Vehicle-Track Coupled Stochastic Dynamic Analysis[J]. Applied Mathematics and Mechanics, 2017, 38(1): 67-74. doi: 10.21656/1000-0887.370370
Citation: XU Lei, ZHAI Wan-ming. The Random Field Model for Track Structures and Vehicle-Track Coupled Stochastic Dynamic Analysis[J]. Applied Mathematics and Mechanics, 2017, 38(1): 67-74. doi: 10.21656/1000-0887.370370

The Random Field Model for Track Structures and Vehicle-Track Coupled Stochastic Dynamic Analysis

doi: 10.21656/1000-0887.370370
Funds:  The National Basic Research Program of China (973 Program)(2013CB036205; 2013CB036206);The National Natural Science Foundation of China(U1234209; 51478482; 51678507)
  • Received Date: 2016-12-03
  • Rev Recd Date: 2016-12-20
  • Publish Date: 2017-01-15
  • In view of the track structure as a system with stochastic parameters, the random field model for railway track systems was proposed and constructed. Then the finite element model for the track system and the multi-rigid-body model for the vehicle system were coupled based on the fundamental principle of vehicle-track coupled dynamics to establish the vehicle-track stochastic analysis model in which the temporal-spatial random variances of rail line parameters were taken into consideration. The numerical examples show that the proposed methods are reliable and efficient, and the randomnesses of railway line parameters have significant influences on dynamic responses of railway vehicle-track systems: for example, running insecurity of vehicles and damage aggravation of track structures may grow with the increases of variances of track structure parameters.
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  • [1]
    余志武, 毛剑锋, 谈遂, 等. 车辆参数随机的车桥竖向随机振动分析[J]. 铁道学报, 2015,37(1): 97-104.(YU Zhi-wu, MAO Jian-feng, TAN Sui, et al. The stochastic analysis of the track-bridge vertical coupled vibration with random train parameters[J]. Journal of the China Railway Society,2015,37(1): 97-104.(in Chinese))
    [2]
    赵岩, 项盼, 张有为, 等. 具有不确定参数车轨耦合系统随机振动灵敏度分析[J]. 工程力学, 2013,30(4): 360-366.(ZHAO Yan, XIANG Pan, ZHANG You-wei, et al. Random vibration sensitivity analysis for coupled vehicle-track systems with parameter uncertainties[J]. Engineering Mechanics,2013,30(4): 360-366.(in Chinese))
    [3]
    李斌, 刘学毅. 基于随机振动理论的我国中高速铁路有砟轨道设计轮载研究[J]. 铁道学报, 2010,32(5): 114-118.(LI Bin, LIU Xue-yi. Study on designed dynamic wheel loads of middle-speed and high-speed railways in China based on theory of random vibration[J]. Journal of the China Railway Society,2010,32(5): 114-118.(in Chinese))
    [4]
    李秋义. 高速铁路无缝线路动力稳定性概率分析理论研究[D]. 博士学位论文. 长沙: 中南大学, 2003.(LI Qiu-yi. Study on a theory and method for probabilistic analysis of high-speed railway continuous welded rail track dynamic stability[D]. PhD Thesis. Changsha: Central South University, 2003.(in Chinese))
    [5]
    Mehrali M, Mohammadzadeh S, Esmaeili M, et al. Investigating vehicle-slab track interaction considering random track bed stiffness[J].Scientia Iranica,2014,21(1): 82-90.
    [6]
    李成辉, 万复光. 轨道结构随机振动[J]. 铁道学报, 1998,20(3): 97-100.(LI Cheng-hui, WANG Fu-guang. Random vibration of track structure[J]. Journal of the China Railway Society,1998,20(3): 97-100.(in Chinese))
    [7]
    王澜, 姚明初. 轨道结构随机振动理论及其在轨道结构减振研究中的应用[J]. 中国铁道科学, 1989,10(2): 41-57.(WANG Lan, YAO Ming-chu. Random vibration theory of railtrack structure and its application in the study of railtrack vibration isolation[J].China Railway Science,1989,10(2): 41-57.(in Chinese))
    [8]
    李杰. 随机结构系统——分析与建模[M]. 北京: 科学出版社, 1996.(LI Jie. Stochastic Structural Systems—Analysis and Modelling [M]. Beijing: Science Press, 1996.(in Chinese))
    [9]
    Ghanem R G, Spanos Pol D. Stochastic Finite Elements: A Spectral Approach [M]. Rev ed. New York: Dover Publications, 2003.
    [10]
    ZHAI Wan-ming , WANG Kai-yun, CAI Cheng-biao. Fundamentals of vehicle-track coupled dynamics[J]. Vehicle System Dynamics,2009,47(11): 1349-1376.
    [11]
    XU Lei, ZHAI Wan-ming. A novel model for determining the amplitude-wavelength limits of track irregularities accompanied by a reliability assessment in railway vehicle-track dynamics[J]. Mechanical Systems and Signal Processing,2017,86, Part A: 260-227.
    [12]
    陈果, 翟婉明, 左洪福. 新型轮轨空间动态耦合模型[J]. 振动工程学报, 2001,14(4): 402-408.(CHEN Guo, ZHAI Wan-ming, ZUO Hong-fu. The new wheel/rail 3-dimensionally dynamically coupling model[J]. Journal of Vibration Engineering,2001,14(4): 402-408.(in Chinese))
    [13]
    Kalker J J. On the rolling contact of two elastic bodies in the presence of dry friction[D]. PhD Thesis. Delft, Netherlands: Delft University of Technology, 1967.
    [14]
    Shen Z Y, Hedrick J K, Elkins J A. A comparison of alternative creep force models for rail vehicle dynamic analysis[C]//Proceedings of the 8th IAVSD Symposium.Cambridge: MIT, 1983: 591-605.
    [15]
    Knothe K L, Grassie S L. Modelling of railway track and vehicle/track interaction at high frequencies[J]. Vehicle System Dynamics,1993,22(3/4): 209-262.
    [16]
    李杰, 陈建兵. 随机结构非线性动力响应的概率密度演化分析[J]. 力学学报, 2003,35(6): 716-722.(LI Jie, CHEN Jian-bing. The probability density evolution method for analysis of dynamic nonlinear response of stochastic structures[J]. Acta Mechanica Sinica,2003,35(6): 716-722.(in Chinese))
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