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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 110
PROCEEDINGS OF THE THIRD INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE
Edited by: J. Pombo
Paper 110

The Use of Finite Element Models to Study the Fatigue of Overhead Contact Wire

J.-P. Massat1, E. Balmes2 and J.-P. Bianchi3

1Engineering Department, SNCF, Saint Denis, France
2Ecole Nationale Supérieure des Arts et Métiers, Paris, France
3SDTools, Paris, France

Full Bibliographic Reference for this paper
J.-P. Massat, E. Balmes, J.-P. Bianchi, "The Use of Finite Element Models to Study the Fatigue of Overhead Contact Wire", in J. Pombo, (Editor), "Proceedings of the Third International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Stirlingshire, UK, Paper 110, 2016. doi:10.4203/ccp.110.110
Keywords: catenary, contact wire, fatigue, wear, modelling.

Summary
Fatigue cracks can induce fracture of the catenary contact wire and thus significant costs for the operator. Nowadays the wear criterion to replace the contact wire leads to a lifespan of over fifty years, and the catenary can be subject to a very high number of cycles so that the fatigue life must be taken into account. A full process to compute the multiaxial transient stress field in the contact wire has been developed. A fatigue criticality indicator to assess the risk of crack initiation was introduced. This elaborate indicator is used to validate a simplified fatigue indicator based on the uniaxial Euler-Bernoulli beam stresses that are much faster to compute. This indicator is then used to assess parameters influencing the risk of fatigue in the case of junction claws.

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