Advanced numerical study of impact forces on railway sleepers under wheel flat


Autoria(s): Bian, Jian; Gu, YuanTong; Murray, Martin H.
Data(s)

05/08/2011

Resumo

Wheel-rail interaction is one of the most important research topics in railway engineering. It includes track vibration, track impact response and safety of the track. Track structure failures caused by impact forces can lead to significant economic loss for track owners through damage to rails and to the sleepers beneath. The wheel-rail impact forces occur because of imperfections on the wheels or rails such as wheel flats, irregular wheel profile, rail corrugation and differences in the height of rails connected at a welded joint. In this paper, a finite element model for the wheel flat study is developed by use of the FEA software package ANSYS. The effect of the wheel flat to impact force on sleepers is investigated. It has found that the wheel flat significantly increases impact forces and maximum Von Mises stress, and also delays the peak position of dynamic variation for impact forces on both rail and sleeper.

Formato

application/pdf

Identificador

http://eprints.qut.edu.au/44137/

Relação

http://eprints.qut.edu.au/44137/1/APVC_full_paper_JB.pdf

http://www.cse.polyu.edu.hk/apvc2011/

Bian, Jian, Gu, YuanTong, & Murray, Martin H. (2011) Advanced numerical study of impact forces on railway sleepers under wheel flat. In Asia-Pacific Vibration Conference 2011, 5-8 December 2011, Hong Kong Polytechnic University, Hong Kong.

Direitos

Copyright 2011 The Authors

Fonte

Faculty of Built Environment and Engineering; School of Engineering Systems; School of Urban Development

Palavras-Chave #090507 Transport Engineering #091304 Dynamics Vibration and Vibration Control #Wheel flat #Finite Element Analysis #Impact force #Concrete sleeper #ANSYS #Von Mises stress #Dynamic variation
Tipo

Conference Paper