摘要
本文根据长沙铁路分局管内京广线1990年换铺60 kg/m钢轨后现场测试机车作用下曲线钢轨垂直力与横向力的试验数据,分析曲线钢轨受力状况及其与钢轨侧磨的关系,从而得到曲线钢轨受力统计最大值及合理超高.
Based on the test data of the vertical force and horizontal force of curved rail under the locomotive, which are obtaind after the Bei-jing-Guangzhou Railway was re-laid with the rail of 60kg/m wi-thin the jurisdiction of the Changsha Branch of the Guangzhou Railway Bureau in 1990, this paper analyses the stress state of the curved rail and the relation between it and the lateral abrasion of the rail sothat the greatest statistical stress value and the reason-able overheight are found.
出处
《长沙铁道学院学报》
CSCD
1992年第1期39-42,共4页
Journal of Changsha Railway University
关键词
垂直力
横向力
钢轨
测试
overheight, vertical force, horizontal force