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列车通过路桥过渡段时的动力作用研究
引用本文:蔡成标,翟婉明,赵铁军,田利民,王志朋. 列车通过路桥过渡段时的动力作用研究[J]. 交通运输工程学报, 2001, 1(1): 17-19,28
作者姓名:蔡成标  翟婉明  赵铁军  田利民  王志朋
作者单位:1. 西南交通大学列车与线路研究所,
2. 沈阳铁路局锦州工程 集团 有限责任公司,
基金项目:国家杰出青年科学基金项目! (5 95 2 5 5 11),牵引动力国家重点实验室开放课题基金项目! (2 0 0 0 0 7)
摘    要:建立了列车与路桥过渡段动力特性分析模型,确定了一套轨道过渡段动力特性的评价指标,分析了由基础沉降差引起的钢轨初始变形以及行车方向、行车速度对轮轨系统动力性能的影响,提出了确定路桥过渡段长度的方法。

关 键 词:路基 桥梁 过渡段 动力特性

Research on Dynamic Interaction of Train and Track on Roadbed-bridge Transition Section
CAI Cheng-biao,ZHAI Wan-ming,ZHAO Tie-jun,Tian Li-min,WANG Zhi-peng. Research on Dynamic Interaction of Train and Track on Roadbed-bridge Transition Section[J]. Journal of Traffic and Transportation Engineering, 2001, 1(1): 17-19,28
Authors:CAI Cheng-biao  ZHAI Wan-ming  ZHAO Tie-jun  Tian Li-min  WANG Zhi-peng
Affiliation:CAI Cheng biao 1,ZHAI Wan ming 1,ZHAO Tie jun 2,TIAN Li min 2,WANG Zhi peng 2
Abstract:A mechanical model to analyze the dynamic performance of train and transition section between roadbed and railway bridge was established and a series of reasonable criterions were put forward too.Based on this,the initial deformation of rails due to different subsidence of roadbed and bridge abutment,the effects of the direction and speed of train on the dynamic performance of wheel/track system were studied.At last,the method to determinate the length of transition section was suggested.
Keywords:roadbed  bridge  transition section  dynamic performance  
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