Verification of Prediction Method for Coexistence of Rolling Contact Fatigue Crack Initiation and Wear Growth in Rail
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1.Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 201804, China;2.Shanghai Key Laboratory of Rail Transit Structure Endurance and System Safety, Tongji University, Shanghai 201804, China;3.Metals and Chemistry Research Institute, China Academy of Railway Sciences Co., Ltd., Beijing 100081, China

Clc Number:

U213.42

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    Abstract:

    A small-scale wheel-wheel rolling contact fatigue (RCF) experiment was applied to reproduce the rail RCF crack initiation and wear growth process. Then, according to the experimental conditions, the prediction model was established based on the method for the coexistence of rail rolling contact fatigue(RCF) crack initiation and wear growth. The wear, crack initiation life and the angle of the RCF crack in the rail specimens of the experiment and simulation were compared to verify the method. The result shows that when the crack initiated in the specimen surface during the experiment, 53.8 % of the specimen experiences two wear phases. The average wear growth rate is about 5.83 μm·10-4 cycles-1. In the simulation, there are also two wear phases when the crack was initiated. The average wear growth rate is about 5.18 μm·10-4 cycles-1 which is about 11.1 % lower than the experimental results. In the experiment, the crack initiation life is about 6×104 to 14×104 cycles. Moreover, the crack length reaches its maximum value when the loading cycles is about 11×104 to 12×104 cycles. In the simulation, the predicted crack initiation life is about 11.1×104 cycles, which is close to that of the specimen with the maximum crack length in the experiment. It is observed that the average value of the angle between the crack mouth and the running direction along the specimen surface is about 45°which is close to that of simulation.

    Table 1
    Fig.1 Comparison of experiment and prediction of coexistence of crack initiation and wear
    Fig.2 Sampling position of specimen
    Fig.3 Wheel-wheel contact (unit:mm)
    Fig.4 Topography feature of rail specimen surface
    Fig.5 Local mesh refinement in contact area of finite element model of rail specimen
    Fig.6 Wear profile and phase division of contact area of specimen
    Fig.7 Plane of fatigue damage accumulation and position of crack initiation
    Fig.8 Specimen surface wear depth versus loading cycles
    Fig.9 Wear depth of contact surface of specimen by one cycle in different wear phases
    Fig.10 Crack length at contact surface of specimen when crack initiation
    Fig.11 Fatigue damage accumulation at surface of specimen
    Fig.12 Mises stress and equivalent plastic strain distribution at point P in different wear phases
    Fig.13 Initiation angle of crack predicted in simulation
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ZHOU Yu, WANG Zheng, LU Zhechao, LIANG Xu, LI Junpeng. Verification of Prediction Method for Coexistence of Rolling Contact Fatigue Crack Initiation and Wear Growth in Rail[J].同济大学学报(自然科学版),2021,49(3):411~420

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History
  • Received:September 30,2020
  • Online: April 06,2021
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