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无缝线路钢轨温度力测试的位移法
引用本文:刘永前,王建文,邹振祝.无缝线路钢轨温度力测试的位移法[J].铁道学报,2005,27(4):125-128.
作者姓名:刘永前  王建文  邹振祝
作者单位:1. 北京交通大学,土建学院,北京,100044;石家庄铁道学院,大型结构研究所,河北,石家庄,050043
2. 石家庄工务段,河北,石家庄,050000
3. 石家庄铁道学院,大型结构研究所,河北,石家庄,050043
摘    要:研究无缝线路上钢轨在温度发生变化时轴向温度力的一种有效检测手段,提出了新的测试方法,即位移法。通过建立无缝线路轨道力学模型分析温度力变化时侧向力及其作用位移的变化规律,并结合标定试验对上述规律进行了参数修正,最终实现对钢轨轴向温度力的精确测试。该技术在实践应用中取得良好效果。

关 键 词:无缝线路  钢轨温度力  标定试验  位移法
文章编号:1001-8360(2005)04-0125-04
收稿时间:2004-12-06
修稿时间:2005-04-08

Displacement Testing of Temperature Force of Continuous Welded Rail Track
LIU Yong-qian,WANG Jian-wen,ZOU Zhen-zhu.Displacement Testing of Temperature Force of Continuous Welded Rail Track[J].Journal of the China railway Society,2005,27(4):125-128.
Authors:LIU Yong-qian  WANG Jian-wen  ZOU Zhen-zhu
Abstract:This paper presents a kind of effective testing method of the axial temperature force of the continuous welded rail track when the temperature changes. The new theory and principle are presented. The mechanical model of the continuous welded rail is established to investigate the changing law of the lateral force and the effect displacement when the temperature changes. Parameter amendment is done in association with the calibration experiment. Accurate testing of the rail axial temperature force is fulfilled finally. The technology (attains) good effectiveness in practical application.
Keywords:continuous welded rail  temperature force of rail  calibration experiment  displacement method
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