Modeling of Train-Induced Transitional Wavefields

Research output: Chapter in Book/Conference proceedings/Edited volumeConference contributionScientificpeer-review

2 Citations (Scopus)

Abstract

Transitions in constitutive or cross-sectional properties are at the basis of long-term degradation of railway tracks. Therefore, the study of transitional wavefields excited by moving loads is of paramount importance. The study, reported in this paper, proposes an elementary model of two elastic layers, having a thin plate mounted on top, resting on a rigid foundation and connected at a straight vertical interface. The system is excited by a surface load (i.e., axle load) that crosses the vertical interface, and thus moves from one medium with given material parameters to another. Using a semianalytical solution, the energy flux associated with the transitional wavefield (i.e., the free-field energy flux) close to the vertical interface can be assessed. Initial results show that the flux becomes powerful for load velocities close to the critical velocity or for large contrasts in the material parameters. In addition, the free-field energy flux exhibits peculiar angle dependence; depending on the load velocity and the mentioned contrast, it can be extreme in the horizontal direction, into the layers, or along the vertical interface. Though this study models transitions in a simplified way, it clearly highlights fundamental features of transitional wavefields that should be incorporated in the assessment of track degradation.
Original languageEnglish
Title of host publicationProceedings of the 3rd international conference on railway technology
Subtitle of host publicationResearch, development and maintenance
EditorsJ Pombo
Place of PublicationStirlingshire
PublisherCivil-Comp Press
Pages1-16
Number of pages16
ISBN (Print)978-1-905088-65-2
DOIs
Publication statusPublished - 2016
EventRailways 2016: 3rd International Conference on Railway Technology: Research, Development and Maintenance - Cagliari, Italy
Duration: 5 Apr 20168 Apr 2016
http://www.civil-comp.com/conf/rw2016/rw2016_flyer.pdf

Publication series

Name
PublisherCivil-Comp Press
Name
ISSN (Print)1759-3433

Conference

ConferenceRailways 2016: 3rd International Conference on Railway Technology: Research, Development and Maintenance
CountryItaly
City Cagliari
Period5/04/168/04/16
Internet address

Keywords

  • stiffness variation
  • transitional/free wavefield
  • eigenfield
  • transition radiation
  • directivity of energy flux
  • railroad degradation

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