Rail Quality and Maintenance for Modern Railway Operation 1993
DOI: 10.1007/978-94-015-8151-6_31
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Numerical Analysis of 3D Cracks Propagating in the Rail-Wheel Contact Zone

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Cited by 3 publications
(2 citation statements)
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“…n all the cases that have been investigated so far, with no liquid present in the crack, the amplitude of K II changes (KII ) dominates, while the value of KI remains low exerting only a weak influence on the fatigue crack propagation [2][3][4][5]. The liquid presence in the crack causes a substantial growth of KI value, despite the model considered.…”
Section: Discussionmentioning
confidence: 99%
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“…n all the cases that have been investigated so far, with no liquid present in the crack, the amplitude of K II changes (KII ) dominates, while the value of KI remains low exerting only a weak influence on the fatigue crack propagation [2][3][4][5]. The liquid presence in the crack causes a substantial growth of KI value, despite the model considered.…”
Section: Discussionmentioning
confidence: 99%
“…Additionally, both the wheel and rail have been modelled as finite, linear elastic solid bodies. The Authors used a unique algorithm that employs the flexibility matrices of the bodies in contact, which were determined using FEM [3]. The algorithm employed allows for solving 2D and 3D problems of the wheel-rail contact taking into account the contact between the crack faces well as introducing many other phenomena, like pressure of the liquid filling the crack, wheel loads acting upon the contact zone, thermal loads, residual stresses in the rail, rail bending, variable friction coefficients over the contact surface and different types of the crack faces interaction [4,5].…”
Section: Introductionmentioning
confidence: 99%