Estudio del desgaste de carriles en servicio y optimización de su mantenimiento

  1. Quintana-Nicolás, Amador 1
  2. Preciado-Calzada, Mónica 2
  1. 1 Instituto de Neurología Cognitiva
    info

    Instituto de Neurología Cognitiva

    Buenos Aires, Argentina

    ROR https://ror.org/02vt2xa24

  2. 2 Universidad de Burgos, Escuela Politécnica Superior
Revista:
Revista de metalurgia

ISSN: 0034-8570

Any de publicació: 2016

Volum: 52

Número: 4

Pàgines: 80-80

Tipus: Article

DOI: 10.3989/REVMETALM.080 DIALNET GOOGLE SCHOLAR lock_openAccés obert editor

Altres publicacions en: Revista de metalurgia

Resum

This work aims to study the natural wearing of the rails when it comes from the sliding effect of the wheels running on the rail surface. It also studies the influence of the applied high dynamic loads on the microstructure of the rail steel properties. The experimental part analyses real samples obtained from rails removed from the track and some other samples to which a forced wearing has been induced in the laboratory. All experimental data have been validated according to the Archard model of wearing, with satisfactory results. This investigation can be applied on the planning of the maintenance works for the rail, with focus on the optimization of preventive grinding intervals.

Referències bibliogràfiques

  • Archard, J.F. (1953). Contact and rubbing of flat surfaces. J. Appl. Phys. 24 (8), 981–988. https://doi.org/10.1063/1.1721448
  • Archard, J.F., Hirst, W. (1956). The wear of metals under unlubricated conditions. Proc. R. Soc. Lond. A 236, 397–410. https://doi.org/10.1098/rspa.1956.0144
  • Bayer, R.G. (2002). Wear Analysis for Engineers, HNB Publishing, New York, USA.
  • Frick, A., Schoech, W. (2008). Target profiles for grinding: A never ending story, ARM – Conference, Chicago. http:// interfacejournal.com/archives/415.
  • García, J.M., Rodríguez, M. (1995). Desvíos ferroviarios. Ed. Ingeniería C.ntabra, SA, Espa-a.
  • Jendel, T. (2002). Prediction of wheelprofile wear-comparison with field measurements. Wear 253 (1-2), 89–99. https://doi.org/10.1016/S0043-1648(02)00087-X
  • Nielsen, J.C.O., Palsson, B.A., Torstensson, P.T. (2015). Switch panel design based on simulation of accumulated rail damage in a railway turnout, 10th International Conference on Contact Mechanics, CM2015, Colorado Springs, Colorado, USA.
  • Santa, J.F., Toro, A., Lewis, R. (2016). Correlations between rail wear rates and operating condition in a commercial railroad. Tribol. Int. 95, 5–12. https://doi.org/10.1016/j.triboint.2015.11.003
  • Suárez, F.A., Vélez, J.M. (2005). Estudio del modelo de desgaste propuesto por Archard. Dyna 72 (146), 27–43.
  • UNE-EN 13674-1 (2012). Aplicaciones ferroviarias. V.a. Carriles. Parte 1: Carriles Vignole de masa mayor o igual a 46 kg.m-1.
Fuente de los datos: Dialnet