Evaluation of dynamic wheel load considering ballast fouling during train passage

Chayut Ngamkhanong, Keiichi Goto, Sakdirat Kaewunruen

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Dynamic wheel load, which has a large magnitude in short duration, can be induced by the wheel/rail irregularities. Due to the increase of traffic and load demands, these can accelerate the deterioration of railway track. In addition, ballast fouling, which is a serious concern in the railway system, may increase the dynamic wheel load due to the reduction of ballast modulus. This paper demonstrates the effects of fouled ballast in both dry and wet condition on the dynamic wheel load generated by train. It is noted that the ballast is assumed as dry and wet fouled conditions by different values of ballast modulus.
Original languageEnglish
Title of host publication6th International Conference Integrity-Reliability-Failure
Number of pages2
Publication statusPublished - 26 Jul 2018
Event6th International Conference Integrity-Reliability-Failure - Lisbon, Lisbon, Portugal
Duration: 22 Jul 201826 Jul 2018
https://paginas.fe.up.pt/~irf/Proceedings_IRF2018/data/papers/7218.pdf

Conference

Conference6th International Conference Integrity-Reliability-Failure
Country/TerritoryPortugal
CityLisbon
Period22/07/1826/07/18
Internet address

Keywords

  • dynamic wheel load
  • impact load
  • fauled ballast
  • ballast fouling
  • wet ballast

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