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某地铁转向架构架端部开裂机理及分析

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针对某B型地铁在正常运营过程中发生转向架构架端部开裂问题,文中采用运营模态分析和线路试验开展断裂机理研究.首先文中基于PolyMAX方法识别出构架在实际运营中的工作模态,其中构架端部存在频率为222.9 Hz,阻尼比为0.72%的纵向摆动固有模态;然后通过分析轴箱、构架端部加速度和动应力时频特性以及对典型区间轨道调查发现,车辆以60 km/h的运营速度通过含有波长为80 mm钢轨波磨的弹性短轨枕区段时,构架端部与轨道固有频率重合,从而导致结构共振引发疲劳破坏;在相同工况条件下,构架端部安装加强筋改进后的结构,其振动加速度和动应力均比原方案减小90%左右,同时对改进前后构架端部进行寿命评估,结果表明安装加强筋后的构架端部损伤值大幅降低,满足转向架的使用寿命要求.
The Cracking Mechanism Analysis at the Frame End of a Subway Bogie
In order to solve the crack problem of bogie frame end during the normal operation of a B-type subway,this paper adopts operation mode analysis and line test to study the fracture mechanism.First of all,based on the PolyMAX method,this paper identifies the working modes of the structure in actual operation,in which the end of the structure has a natural mode of longitudinal oscillation with a frequency of 222.9 Hz and a damping ratio of 0.72%.And then through the analysis of axle box,frame end acceleration and dynamic stress frequency characteristics,as well as to the typical range of track survey vehicle to 60 km/h operating speed through a short wavelength for 80 mm wave rail grinding of elastic sleeper section,the natural frequency of the frame end coincides with the track,which leads to structural resonance caused by fatigue damage.Under the same working condition,the vibration acceleration and dynamic stress of the improved structure are reduced by about 90%compared with the original scheme after the end of the frame is installed with reinforcing bars.Meanwhile,the life evaluation of the end of the frame before and after the improvement is carried out,and the results show that the end of the frame after the installation of reinforcing bars meets the service requirements.

modal analysisrail corrugationresonanceline testdamage analysis

李飞、吴兴文、罗贇、刘开成、谢晨希

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西南交通大学 牵引动力国家重点实验室,成都 610031

模态分析 钢轨波磨 共振 线路试验 损伤分析

国家自然基金中国国家铁路集团有限公司科技研究开发计划中国科协青年人才托举工程项目四川省应用基础研究

51805450P2019J0022019QNRC0012020YJ0075

2024

铁道机车车辆
中国铁道科学研究院 中国铁道学会牵引动力委员会

铁道机车车辆

北大核心
影响因子:0.254
ISSN:1008-7842
年,卷(期):2024.44(1)
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