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高速列车与桥上板式轨道动力学仿真分析
引用本文:蔡成标,翟婉明,王开云. 高速列车与桥上板式轨道动力学仿真分析[J]. 中国铁道科学, 2004, 25(5): 57-60
作者姓名:蔡成标  翟婉明  王开云
作者单位:西南交通大学,列车与线路研究所,四川,成都,610031
基金项目:国家自然科学基金项目(50178061),铁道部科技研究开发计划项目(2001G40)
摘    要:运用轮轨关系,建立高速列车—板式轨道—桥梁系统空间耦合动力学模型。运用列车—线路—桥梁动力学仿真通用软件TTBSIM,分析高速列车以不同速度通过桥梁时,机车车辆、板式轨道及桥梁的动力特性。结果表明,桥上板式轨道能够保证行车的安全性、舒适性和桥梁结构的安全性。

关 键 词:高速列车  板式轨道  桥梁  耦合动力学  仿真分析
文章编号:1001-4632(2004)05-0057-04
修稿时间:2003-09-19

Dynamics Simulation of Interactions between High-speed Train and Slab Track Laid on Bridge
CAI Cheng-biao,ZHAI Wan-ming,WANG Kai-yun. Dynamics Simulation of Interactions between High-speed Train and Slab Track Laid on Bridge[J]. China Railway Science, 2004, 25(5): 57-60
Authors:CAI Cheng-biao  ZHAI Wan-ming  WANG Kai-yun
Abstract:Based on wheel/rail interactions, a coupling dynamics model of high-speed train, slab track and bridge is established. Using the general simulation program TTBSIM for dynamics simulation of train, track and bridge, the dynamical performances of train, slab track and bridge are analyzed when the high-speed train passes through the bridge with different speed. The results show that the slab track on bridge can assure the safety of train operation, ride comfort and the safety of bridge structure.
Keywords:High-speed train  Slab track  Bridge  Coupling dynamics  Simulation analysis
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