Paper
20 December 2024 Research on the damage of the frame caused by wheel rail impact load under different track parameters
Zhibo Zhang, Xibing Liu, Yingke Chen
Author Affiliations +
Proceedings Volume 13421, Eighth International Conference on Traffic Engineering and Transportation System (ICTETS 2024); 1342117 (2024) https://doi.org/10.1117/12.3054892
Event: Eighth International Conference on Traffic Engineering and Transportation System (ICTETS 2024), 2024, Dalian, China
Abstract
In order to study the effect of wheel rail impact load on fatigue damage of the structure, a vehicle track coupling dynamic model is established in the paper. Through theoretical calculation and finite element analysis methods, the P2 resonance frequency of the wheel rail system is determined; Using the unevenness of saddle shaped welded joints as an impact load excitation model, a study is conducted on the dynamic response of the wheel rail coupling model under wheel rail impact load and the fatigue damage of the structure from the perspective of track parameters. This can provide certain assistance for future designers in selecting parameters for track systems. Based on the standards for rail polishing, as well as evaluation criteria such as wheel rail dynamic response, fatigue damage and vibration environment of the framework, the vertical amplitude polishing limit of rail welded joints is reasonably determined to be 0.3 mm. This polishing limit provides a reference for the formulation of rail welded joint polishing standards for urban rail transit.
(2024) Published by SPIE. Downloading of the abstract is permitted for personal use only.
Zhibo Zhang, Xibing Liu, and Yingke Chen "Research on the damage of the frame caused by wheel rail impact load under different track parameters", Proc. SPIE 13421, Eighth International Conference on Traffic Engineering and Transportation System (ICTETS 2024), 1342117 (20 December 2024); https://doi.org/10.1117/12.3054892
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KEYWORDS
Material fatigue

Vibration

Inspection

Systems modeling

Elasticity

Finite element methods

Motion models

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