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Analytical model for predicting the buckling load of continuous welded rail tracks

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Analytical model for predicting the buckling load of continuous welded rail tracks

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Navarro Martinez, JI.; Villalba Sanchis, I.; Martínez Fernández, P.; Insa Franco, R. (2015). Analytical model for predicting the buckling load of continuous welded rail tracks. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit. 229(5):542-552. doi:10.1177/0954409713518039

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/78063

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Title: Analytical model for predicting the buckling load of continuous welded rail tracks
Author:
UPV Unit: Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos - Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports
Universitat Politècnica de València. Instituto del Transporte y Territorio - Institut del Transport i Territori
Issued date:
Abstract:
The use of continuous welded rail (CWR) track has solved many of the problems associated with tread surface discontinuities that occur in jointed tracks. However, due to the longitudinal expansion of the rails in CWR tracks ...[+]
Subjects: Railway track buckling , Welded rails , Buckling
Copyrigths: Reserva de todos los derechos
Source:
Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit. (issn: 0954-4097 )
DOI: 10.1177/0954409713518039
Publisher:
SAGE Publications (UK and US)
Publisher version: http://dx.doi.org/10.1177/0954409713518039
Type: Artículo

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