Parametrically excited behavior of a railway wheelset

J. Lieh, I. Haque

Research output: Contribution to journalArticlepeer-review

Abstract

The dynamic response of rail vehicles is affected by parameters such as wheel-rail geometry, track gage, and axle load. Variations in these parameters, as a rail vehicle moves down the track, can cause instabilities that are related to parametrically excited behavior. This paper reports on the use of Floquet Theory to predict the stability and instability regions for a single wheelset subjected to harmonic variations in wheel-rail geometry, track gage and axle load. Time studies showing the response of a wheelset to various initial conditions are also included. The results show that harmonic variations in the wheel-rail geometry can influence the behavior of a wheelset significantly. The system is especially susceptible to variations in conicity. Time history studies show that the response is dependent on initial conditions, the amount of variations and the magnitude of the excitation frequency.
Original languageEnglish
Pages (from-to)8-17
Number of pages10
JournalJournal of Dynamic Systems, Measurement and Control, Transactions of the ASME
Volume110
Issue number1
DOIs
StatePublished - Mar 1988

ASJC Scopus Subject Areas

  • Control and Systems Engineering
  • Information Systems
  • Instrumentation
  • Mechanical Engineering
  • Computer Science Applications

Keywords

  • Creep coeficients
  • Floquet-Liapunov theorem
  • Parametrically excited behavior
  • Railway wheelset
  • Wheel-rail geometry praameters
  • Wheelset model
  • Railroads
  • Wheelsets
  • Geometry
  • Rails
  • Wheels
  • Gages
  • Rail vehicles
  • Stress
  • Dynamic response
  • Excitation
  • Stability

Disciplines

  • Materials Science and Engineering

Cite this