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桥上无缝道岔受力与变形的有限元分析
引用本文:刘衍峰,高亮,冯雅薇.桥上无缝道岔受力与变形的有限元分析[J].北京交通大学学报(自然科学版),2006,30(1):66-70.
作者姓名:刘衍峰  高亮  冯雅薇
作者单位:北京交通大学土木建筑工程学院,北京100044
摘    要:随着高速铁路和城市轨道交通系统的发展,将会出现无缝道岔铺设在桥梁上的情况,桥上无缝道岔成为发展跨区间无缝线路的又一关键技术.本文采用有限元分析的方法,建立桥上无缝道岔的模型,计算桥上无缝道岔的受力和变形,并分析了桥梁结构对无缝道岔的影响.研究结果对桥上无缝道岔的设计及养护维修有一定的指导意义.

关 键 词:桥梁  无缝道岔  有限元  桥上无缝道岔  受力与变形  有限元分析  Bridge  Element  Analysis  意义  指导  养护维修  设计  结果  研究  影响  桥梁结构  受力和变形  计算  模型  方法  跨区间无缝线路  情况  道岔铺设
文章编号:1673-0291(2006)01-0066-05
收稿时间:2004-12-24
修稿时间:2005-11-01

Finite Element Analysis of Jointless Turnout on Bridge
LIU Yan-feng,GAO Liang,FENG Ya-wei.Finite Element Analysis of Jointless Turnout on Bridge[J].JOURNAL OF BEIJING JIAOTONG UNIVERSITY,2006,30(1):66-70.
Authors:LIU Yan-feng  GAO Liang  FENG Ya-wei
Institution:School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China
Abstract:With the development of high speed railway anct urban rail transit system,turnout being built on bridge are inevitable, Continuous welded turnout on bridge is a key technique for developing continuous welded railway across sections, The model of jointless turnout on bridge is built up by using the finite element method, the forces and displacement of jointless turnout are computed, and the influences on jointless turnout of bridge structure are analyzed. The results can be used to guide the design and the maintenance of jointless turnout on bridge.
Keywords:bridge  jointless turnout  finite element
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