MATEMATICAL MODEL OF DYNAMIC INTERACTION BETWEEN WHEEL-SET AND RAIL TRACK

Authors

  • G. Bureika Vilnius Gediminas Technical University, Lithuania
  • R. Subačius Vilnius Gediminas Technical University, Lithuania

DOI:

https://doi.org/10.15802/stp2005/20105

Keywords:

mathematical model, dynamic interaction, rail track

Abstract

The main goal of this paper is to show how the effects of maximum bending tensions at different locations in the track caused by simultaneous changes of various parameters can be estimated in a rational manner. The dynamics of the vertical interaction between a moving rigid wheel and a flexible railway track is investigated. An asymmetric linear three-dimensional beam structure model of a finite length of the track is suggested. The influence of eight selected track parameters on the dynamic behaviour of the track is investigated. A two-level fractional factorial design method is used in the search for the combination of numerical values of these parameters minimizing themaximum bending tensions.

Author Biographies

G. Bureika, Vilnius Gediminas Technical University

G. Bureika

R. Subačius, Vilnius Gediminas Technical University

R. Subačius

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Published

2005-09-25

How to Cite

Bureika, G., & Subačius, R. (2005). MATEMATICAL MODEL OF DYNAMIC INTERACTION BETWEEN WHEEL-SET AND RAIL TRACK. Science and Transport Progress, (8), 39–44. https://doi.org/10.15802/stp2005/20105

Issue

Section

ROLLING STOCK AND TRAIN TRACTION