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Open AccessJournal ArticleDOI

A Detailed Model for Investigating Vertical Interaction between Railway Vehicle and Track

Wanming Zhai, +1 more
- 01 Jan 1994 - 
- Vol. 23, pp 603-615
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TLDR
In this paper, a detailed model is developed to investigate the vertical interactions between railway vehicles and tracks, in which the vehicle subsystem is modelled as a multi-body system with 10 DOF running on the track with a constant velocity, and the track substructure as an infinite Euler beam supported on a discrete-continuous elastic foundation consisting of the three layers of rail, sleeper, and ballast.
Abstract
SUMMARY A new detailed model is developed to investigate the vertical interactions between railway vehicles and tracks. The model consists of two subsystems of vehicle and track in which the vehicle subsystem is modelled as a multi-body system with 10 DOFs running on the track with a constant velocity, and the track substructure as an infinite Euler beam supported on a discrete-continuous elastic foundation consisting of the three layers of rail, sleeper, and ballast. The interface between these two subsystems is the wheel / rail interaction described by Hertzian nonlinear elastic contact theory. In order to get numerical results of such a complex system, a new simple fast integration method is adopted. And typical numerical results are compared with field measured data to verify the detailed model. Finally, the model is applied to analysing the wheel / rail dynamic interactions in high-speed rail and in heavy haul railway.

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Citations
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Journal ArticleDOI

Fundamentals of vehicle–track coupled dynamics

TL;DR: In this article, a three-dimensional vehicle-track coupled dynamics model is developed in which a typical railway passenger vehicle is modelled as a 35-degree-of-freedom multi-body system.
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Analyses of dynamic response of vehicle and track coupling system with random irregularity of track vertical profile

TL;DR: In this paper, a dynamic computational model for the vehicle and track coupling system is developed by means of finite element method in numerical implementation, where the coupling system was divided into two parts; lower structure and upper structure.
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High-speed train-track-bridge dynamic interactions - Part I: theoretical model and numerical simulation

TL;DR: In this paper, the authors present a framework to systematically investigate the high-speed train-track-bridge dynamic interactions, aiming to provide a method for analysing and assessing the running safety and the ride comfort of trains passing through bridges.
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Modelling and experiment of railway ballast vibrations

TL;DR: In this article, a five-parameter model for analysis of railway ballast vibration is established based upon the hypothesis that the load-transmission from a sleeper to the ballast approximately coincides with the cone distribution.
Journal ArticleDOI

Railway-induced ground vibrations – a review of vehicle effects

TL;DR: A review of the effect of vehicle characteristics on ground-and track borne-vibrations from railways is presented in this article, which combines traditional theory with modern thinking and uses a range of numerical analysis and experimental results.
References
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The effect of track and vehicle parameters on wheel/rail vertical dynamic forces

TL;DR: In this article, the railway track and vehicle combination comprises heavy rigid wheels running on heavy rails, which will supplement the contact forces which, on perfect track with perfect wheels, are basically the static wheel loads.
Journal ArticleDOI

An Investigation into the Dynamic Effects on the Track of Wheelflats on Railway Vehicles

TL;DR: In this article, the wheelflats on railway vehicles are created by wheelslide in braking: the resulting imperfection in the running line generates dynamic forces and stresses at each subsequent revolution.
Book ChapterDOI

The development of analytical models for railroad track dynamics

TL;DR: In this article, the authors present some recent developments in analytical modeling of railroad track structures for the study of vehicle-track dynamic interaction by computer simulation, and use this model to generate both the on-car and trackside response.
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