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轨枕吊空对轨道结构动力性能的影响
引用本文:朱剑月,张艳.轨枕吊空对轨道结构动力性能的影响[J].中国铁道科学,2011,32(3).
作者姓名:朱剑月  张艳
作者单位:同济大学,铁道与城市轨道交通研究院,上海,200092
基金项目:同济大学优秀青年教师基金资助项目
摘    要:运用车辆一轨道耦合动力学理论,模拟计算轨枕吊空状态下轮轨系统的动力响应,比较分析列车运行速度和吊空轨枕数量埘轨道结构动力性能的影响,并对时域与频域内室内模型试验线进行测试分析和验证.结果表明:轨枕吊空破坏了轨道结构支承的连续性,轮轨间相互作用加剧,并随吊空数量的增加与列车运行速度的提高而显著增大;同时,轨枕吊空将影响其前后毗邻的正常轨道结构的动态特性,形成线路几何与动态不平顺,影响车辆运行平稳性与乘坐舒适度.钢轨与轨枕频响函数测试表明,由于轨枕吊空改变了该区段轨枕间距和轨下支承刚度,削弱了道床对线路所提供的阻尼,使得轨道结构的动力性能也产生了显著变化.

关 键 词:轨道结构  轨枕吊空  轮轨相互作用  试验验证  频响函数

Investigation on the Dynamic Characteristics of Track Structure with Hanging Sleepers
ZHU Jianyue,ZHANG Yan.Investigation on the Dynamic Characteristics of Track Structure with Hanging Sleepers[J].China Railway Science,2011,32(3).
Authors:ZHU Jianyue  ZHANG Yan
Institution:ZHU Jianyue,ZHANG Yan(Institute of Railway and Urban Mass Transit,Tongji University,Shanghai 200092,China)
Abstract:Considering the vehicle's running speed and the number of the unsupported sleepers,the track dynamic behaviour was investigated based on vehicle-track coupling dynamics and verified by the experiments in time and frequency domains on an indoor scale wheel/rail test rig.The results show that as the existed hanging sleepers leading to a discontinuous and irregular track support,the wheel-rail interaction is excited and becomes obviously larger as further sleepers become unsupported and as the vehicle's runnin...
Keywords:Track structure  Hanging sleeper  Wheel-rail interaction  Experimental verification  Frequency-response function  
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