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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 104
PROCEEDINGS OF THE SECOND INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE Edited by: J. Pombo
Paper 110
Mechanisms of Driving Surface Shear Cracks in Rolling Sliding Contact W. Daves1,2, M. Kracalik1, W.P. Yao1 and S. Scheriau3
1Material Center Leoben Forschung GmbH, Austria
W. Daves, M. Kracalik, W.P. Yao, S. Scheriau, "Mechanisms of Driving Surface Shear Cracks in Rolling Sliding Contact", in J. Pombo, (Editor), "Proceedings of the Second International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Stirlingshire, UK, Paper 110, 2014. doi:10.4203/ccp.104.110
Keywords: rail, crack, configurational force, finite element, rolling sliding.
Summary
An enhanced finite element model for surface shear cracks under rolling sliding
contact is developed. Proper modelling of such cracks requires the use of the newly
developed configurational force concept for the calculation of crack driving forces.
This method is capable in describing incremental plasticity in the surrounding of
such a crack. The numerical applicability of the configurational force concept for
shear cracks under cyclic contact loading is discussed and compared with the J-integral
concept. A single inclined crack in a rail loaded by an accelerated wheel is
investigated. As a result of the modelled contact between wheel and rail the stick-slip
effect of a rolling sliding contact is considered. Special issues are addressed as
transformation of results from the three-dimensional to the two-dimensional case
and the interaction of the wheel with the crack-faces in the rail. During one cycle
several peaks of the crack driving force are calculated and discussed.
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