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The Scientific World Journal
Volume 2014, Article ID 363547, 10 pages
Research Article

Analysis of the Influence of Cracked Sleepers under Static Loading on Ballasted Railway Tracks

1Institute for Multidisciplinary Mathematics, Polytechnic University of Valencia, Camino de Vera s/n, 46022 Valencia, Spain
2Foundation for the Research and Engineering in Railways, 160 Serrano, 28002 Madrid, Spain

Received 9 June 2014; Revised 1 August 2014; Accepted 27 August 2014; Published 28 October 2014

Academic Editor: Sakdirat Kaewunruen

Copyright © 2014 Laura Montalbán Domingo et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Citations to this Article [3 citations]

The following is the list of published articles that have cited the current article.

  • James Sae Siew, Olivia Mirza, and Sakdirat Kaewunruen, “Nonlinear Finite Element Modelling of Railway Turnout System considering Bearer/Sleeper-Ballast Interaction,” Journal of Structures, vol. 2015, pp. 1–11, 2015. View at Publisher · View at Google Scholar
  • Teresa Real-Herráiz, Silvia Morales-Ivorra, Julia Real-Herráiz, and Clara Zamorano-Martín, “New transition wedge design composed by prefabricated reinforced concrete slabs,” Latin American Journal of Solids and Structures, vol. 13, no. 8, pp. 1431–1449, 2016. View at Publisher · View at Google Scholar
  • J. Riley Edwards, Zhengboyang Gao, Henry E. Wolf, Marcus S. Dersch, and Yu Qian, “Quantification of Concrete Railway Sleeper Bending Moments Using Surface Strain Gauges,” Measurement, 2017. View at Publisher · View at Google Scholar