Numerical models of railway tracks for obtaining frequency response Comparison with analytical results and experimental measurements
Tipo de documentoArtículo
Fecha de publicación2016-03
Condiciones de accesoAcceso restringido por política de la editorial
Many authors have focused their research on the vibrations caused by railway traffic, and have developed diverse models of railway tracks: from half-track analytical models up to complex numerical models. This paper presents numerical models, built using FEM software, for different types of railway tracks. These models describe in detail the superstructure vibratory response induced by vertical forces acting on the top of the rail head, and include aspects not reflected in the analytical models. The numerical results are compared with previously presented analytical ones, as well as with experimental measurements.
CitaciónZougari, A., Martinez, J., Cardona, S. Numerical models of railway tracks for obtaining frequency response Comparison with analytical results and experimental measurements. "Journal of Vibroengineering", Març 2016, vol. 18, núm. 2, p. 1104-1114.