Fracture behavior analysis and fatigue assessment of the spring clip in heavy‐haul railway

Author:

Wang Yu‐Xuan1,Xiao Wen‐Jun2,Wang Zhi‐Feng13,Liu Yong1,Wang Er‐Bo1,Chang Hong‐Tao14

Affiliation:

1. School of Highway Chang'an University Xi'an China

2. Chang'an Dublin International College of Transportation at Chang'an University Xi'an China

3. Key Laboratory for Highway Bridge and Tunnel of Shaanxi Province Xi'an China

4. Postdoctoral Res Workstat, China Railway 20th Bureau Group Co., Ltd Xian China

Abstract

AbstractThis paper proposes a novel method based on a numerical simulation approach and fatigue fracture theory to analyze the fracture behavior and assess the fatigue life of spring clips. To this end, the finite element (FE) model of the vehicle‐track‐foundation system was developed including the key parts of the type II fastening system. Meanwhile, the spring clip FE model was validated through the natural vibration characteristics. Subsequently, the numerical simulations were performed under various working conditions to obtain the fatigue characteristics of the spring clips. The fatigue crack initiation life and damage were analyzed using FE results for the spring clips with ε‐N curve and Brown‐Miller criterion. Moreover, based on the initial crack geometry of the spring clips, the maximum circumferential stress criterion with the Paris equation was employed to analyze the crack extension behavior and assess the fatigue crack extension life.

Funder

Key Research and Development Projects of Shaanxi Province

National Key Research and Development Program of China

Publisher

Wiley

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