Guidong Tao, Zhiming Liu, Chengxiang Ji, Guangxue Yang
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引用次数: 0
摘要
转向架构架是电动动车组(EMU)最关键的承重结构之一,负责承受和传递来自车体、轮对和自身安装部件的各种载荷。随着高速动车组运行速度的不断提高,特别是当设计和运行速度超过 400 km/h 时,现行国际标准的适用性就变得不确定了。载荷谱是结构可靠性设计和疲劳评估的基础。本文获得了京沪高铁 CR400AF 高速列车转向架构架的实测载荷,并分析了不同运行条件下实测载荷的时域特性。然后,通过三个参数的 Weibull 分布,拟合出 450 km/h 速度水平下的 Weibull 参数,并得出该速度水平下的最大载荷和累积频率。最后,建立了转向架构架在 450 km/h 速度水平下的载荷谱,为准确评估转向架构架在更高速度水平下的疲劳强度提供了更真实的载荷条件。
Establishment and Analysis of Load Spectrum for Bogie Frame of High-Speed Train at 400 km/h Speed Level
The bogie frame, as one of the most critical load-bearing structures of the Electric Multiple Unit (EMU), is responsible for bearing and transmitting various loads from the car body, wheelsets, and its own installation components. With the increasing operating speed of high-speed EMUs, especially when the design and operational speeds exceed 400 km/h, the applicability of current international standards is uncertain. The load spectrum serves as the foundation for structural reliability design and fatigue evaluation. In this paper, the measured loads of the bogie frame of a CR400AF high-speed train on the Beijing–Shanghai high-speed railway are obtained, and the time-domain characteristic of the measured loads is analyzed under different operating conditions. Then, through the Weibull distribution of three parameters, the Weibull parameters at the 450 km/h speed level are fitted, and the maximum load and cumulative frequency under the speed level are derived. Finally, the load spectrum of the bogie frame at the 450 km/h speed level is established, which provides a more realistic load condition for accurately evaluating the fatigue strength of bogie frames at higher speed levels.