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In order to simulate the rail profiles evolution in the switch panel of a railway turnout, the simulation of vehicle turnout dynamic interaction, the wheel rail rolling contact model and rail material wear model are integrated as a numerical simulation tool for rail wear of the switch panel in this paper.
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Discrete rail support model and continuous rail support model are two classical models for the traditional mechanical analysis of railway track [1, 2].
Through these analyses the influences of the modeling of rail and rail support on the unstable speed range are examined.
In this paper modeling and common-rail pressure control of high pressure common rail injection system (HPCRIS) is presented.
After an initial validation against experimental data, the numerical model is then used to study the effects of the relative motion between train and infrastructure model (Single Track with Ballast and Rail, i.e. STBR).
Jess Cartner-Morley: The designer's typically elaborate show at Paris fashion week featured a faux street, complete with banner-waving models and guard rails.
The authors considered cost parameters and proposed a two-stage stochastic programming model using rail and road modes.
The blocked force can then be used in the linear wheel/rail analytical models to calculate wheel and rail response and sound radiation.
Attention is also given to the validity of the assumption made in the models that the wheel and rail roughness spectra may be added on an equal basis to give the total roughness spectrum.
In the track model, an Euler beam is used to model the rail, and the discrete track support by sleepers moving backward with respect to the vehicle running direction is considered to simulate the effect of the discrete sleeper support on the wheels/rails in rolling contact when the vehicle moves on the track.
This model considers the full wheel and rail profiles, the friction between these two bodies in contact, and the piers P-Delta effect.
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