摘要
以朔黄线温塘河特大桥为例,采用一系轴箱悬挂货车模型,建立重载列车-有砟轨道-桥梁的空间动力学方程组,采用迭代求解,编制了相应重载铁路车-桥耦合振动分析程序.通过仿真计算和现场试验分析了重载列车速度对重载铁路简支梁桥的各种动力性能指标的影响;借助现有的铁路桥梁检测规范,对既有重载铁路桥梁提速适应性进行了分析,给重载列车通过该铁路桥梁的最高速提出建议.
The Wen-Tang river extra large bridge in Shuo-Huang railway was taken as an example, by using an axle box suspension truck model, coupling motion equations of vehicle-bridge system of heavy haul were built up. By using the iteration, the bridge-vehicle coupling vibration analysis program of heavy haul railway was established. The influence of a variety of dynamic performance indicators for the speed of heavy-haul train over simply supported girder bridges were analyzed by the simulation calculation and field test. With the inspection specification of the existing railway bridge, the adaptability of increasing speed of existing heavy haul railway bridges were analyzed, the highest speed of heavy-duty train through the railway bridges was put forward the proposal.
出处
《湖南科技大学学报（自然科学版）》
北大核心
2017年第4期49-53,共5页
Journal of Hunan University of Science And Technology：Natural Science Edition
基金
湖南省普通高等学校重点实验室开发课题资助项目(KZ070010105)
关键词
重载列车
车-系统
动力性能指标
铁路桥梁检测规范
提速适应性
heavy haul train
vehicle-bridge system
dynamic performance indicators
test specifications of railway bridges
adaptability of increasing speed
