Method for evaluating the performance of railway crossing rails after long-term service

Zilong Wei, Alfredo Nunez, Anthonie Boogaard, Rolf Dollevoet, Zili Li

Research output: Contribution to journalArticleScientificpeer-review

15 Citations (Scopus)
38 Downloads (Pure)

Abstract

In this paper, we present a method for evaluating the performance of railway crossing rails after long-term service. The method includes 1) 3D profile and hardness measurements; 2) finite element simulation of wheel/rail interaction; and 3) numerical prediction of rail degradation. We conducted a case study on a crossing that had been in service for several years. The results indicate that the crossing experienced a run-in process in the major traffic direction, manifested as a widening of the running band, an enlargement of the contact patch size, a decrease in contact stress and eventually a reduction in plastic deformation and wear. However, the wheel/rail interaction was exacerbated in the minor traffic direction which induced more severe plastic deformation and wear.
Original languageEnglish
Pages (from-to)337-348
Number of pages12
JournalTribology International
Volume123
DOIs
Publication statusPublished - 2018

Bibliographical note

Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.

Keywords

  • Railway crossing
  • Performance evaluation
  • 3D profile measurement
  • measurement; Finite element simulation

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