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铁路板式轨道结构平面有限元分析
引用本文:刘玉祥,陈秀方,贾兴明,易锦.铁路板式轨道结构平面有限元分析[J].石家庄铁道学院学报,2006,19(2):54-58.
作者姓名:刘玉祥  陈秀方  贾兴明  易锦
作者单位:中南大学土木建筑学院 湖南长沙410075(刘玉祥,陈秀方,易锦),杭州天开市政园林工程有限公司 浙江杭州311203(贾兴明)
摘    要:无碴轨道是一种新型的轨道结构型式,越来越多地应用于高速铁路。目前,无碴轨道结构计算理论还不完善,多采用叠合梁的方法。现采用平面有限元方法,把荷载和轨道结构看成一个系统,对板式无碴轨道在荷载作用下的竖向位移和内力进行了分析,并通过MATLAB编程实现,计算结果符合无碴轨道结构基本原理。

关 键 词:高速铁路  无碴轨道  板式轨道  平面有限单元法
文章编号:1006-3226(2006)02-0054-05
收稿时间:2005-12-20
修稿时间:2005年12月20

Analysis of Plane FEM on Structures of Slab Track in Railway
Liu Yuxiang,Chen Xiufang,Jia Xingming,Yi Jin.Analysis of Plane FEM on Structures of Slab Track in Railway[J].Journal of Shijiazhuang Railway Institute,2006,19(2):54-58.
Authors:Liu Yuxiang  Chen Xiufang  Jia Xingming  Yi Jin
Institution:1. School of Civil Engineering and Architecture, Central South University, Changsha 410075, China; 2. Hangzhou Tiankai City Planning and Garden Engineering Company Limited, Hangzhou 311203, China
Abstract:The ballastless track is a new kind of track structures and is applied in high-speed railway more and more widely.So far,the calculation theory of ballastless track structures is not fully built,and the method of composite beam is commonly used its calculation.In this paper,the author regards loads and track structures as a system and analyzes the vertical displacement and internal force of slab ballastless track structures under the loads by plane finite element method.The results are obtained by MATLAB programs,and conform to the basic principle of ballastless track structures.
Keywords:high-speed railway  ballastless track  slab track  plane finite element method
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