Influence of uneven rail irregularities on the dynamic response of the railway track using a three-dimensional model of the vehicle-track system

被引:20
|
作者
Naeimi, Meysam [1 ,2 ]
Zakeri, Jabbar Ali [2 ]
Esmaeili, Morteza [2 ]
Shadfar, Morad [2 ]
机构
[1] Delft Univ Technol, Fac Civil Engn & Geosci, Delft, Netherlands
[2] Iran Univ Sci & Technol, Sch Railway Engn, Tehran, Iran
关键词
rail irregularities; roll motion; dynamic response; vehicle-track interaction; ROLLING-CONTACT; VERTICAL INTERACTION; WHEEL; CORRUGATION; IMPACT; FORCES;
D O I
10.1080/00423114.2014.998243
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
A mathematical model of the vehicle-track interaction is developed to investigate the coupled behaviour of vehicle-track system, in the presence of uneven irregularities at left/right rails. The railway vehicle is simplified as a 3D multi-rigid-body model, and the track is treated as the two parallel beams on a layered discrete support system. Besides the car-body, the bogies and the wheel sets, the sleepers are assumed to have roll degree of freedom, in order to simulate the in-plane rotation of the components. The wheel-rail interface is treated using a nonlinear Hertzian contact model, coupling the mathematical equations of the vehicle-track systems. The dynamic interaction of the entire system is numerically studied in time domain, employing Newmark's integration method. The track irregularity spectra of both the left/right rails are taken into account, as the inputs of dynamic excitations. The dynamic responses of the track system induced by such irregularities are obtained, particularly in terms of the vertical (bounce) and roll displacements. The numerical model of the present research is validated using several benchmark models reported in the literature, for both the smooth and unsmooth track conditions. Four sample profiles of the measured rail irregularities are considered as the case studies of excitation sources, examining their influences on the dynamic behaviour of the coupled system. The results of numerical simulations demonstrate that the motion of track system is significantly influenced by the presence of uneven irregularities in left/right rails. Dynamic response of the sleepers in the roll direction becomes more sensitive to the rail irregularities, as the unevenness severity of the parallel profiles (quantitative difference between left and right rail spectra) is increased. The severe geometric deformation of the track in the bounce-pitch-roll directions is mainly related to such profile unevenness (cross-level) in left/right rails.
引用
收藏
页码:88 / 111
页数:24
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