University of Hertfordshire

From the same journal

Transverse strength of railway tracks: Part 3. Multiple scenarios test field

Research output: Contribution to journalArticle

Documents

  • Antonio De Iorio
  • Marzio Grasso
  • Francesco Penta
  • Giovanni Pio Pucillo
  • Vincenzo Rosiello
  • Stefano Lisi
  • Stefano Rossi
  • Mario Testa
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Original languageEnglish
Pages (from-to)593-601
Number of pages9
JournalFrattura ed Integrita Strutturale
Volume30
DOIs
Publication statusPublished - 1 Oct 2014

Abstract

In the present paper the design and construction choices of a test field for the ballast lateral resistance measurement, in order to produce data useful for the development of a numerical model able to simulate the service critical conditions of a continuous welded rail track, are described. Some construction details described herein allow to better understand the methodological approach followed in the design of experiments, the tests management philosophy as well as of the accuracy achieved in their implementation.

Notes

© Gruppo Italiano Frattura 2014. This is an Open Access article distributed in accordance with the terms of the Creative Commons Attribution (CC BY 4.0) license, which permits others to distribute, remix, adapt and build upon this work, for commercial use, provided the original work is properly cited. See: https://creativecommons.org/licenses/by/4.0/

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