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铁路无缝道岔结构体系的有限元分析
引用本文:游世辉,陈子娟,冯云华,丁志华. 铁路无缝道岔结构体系的有限元分析[J]. 九江医学, 2006, 21(4): 1-4
作者姓名:游世辉  陈子娟  冯云华  丁志华
作者单位:九江学院机械工程学院;九江学院土木工程与城市建设学院,江西,九江,332005
摘    要:本文假定跨区间无缝线路中的无缝道岔为一结构体系,岔枕为连续弹性基础上的有限长梁。基于铁路无缝道岔结构体系分析的广义变分法和能量平衡控制方程,利用有限元法对无缝道岔蛄构体系进行了全面分析。

关 键 词:无缝道岔  弹性基础梁  有限元
文章编号:1006-3838(2006)04-0001-(04)
收稿时间:2006-09-06
修稿时间:2006-09-06

FINITE ELEMENT ANALYSIS OF THE RAILWAY WELDED TURNOUT STRUCTURAL SYSTEM
YOU Shi-hui,CHEN Zi-juan,FENG Yun-hua,DING Zhi-hua. FINITE ELEMENT ANALYSIS OF THE RAILWAY WELDED TURNOUT STRUCTURAL SYSTEM[J]. Jiujiang Medical Journal, 2006, 21(4): 1-4
Authors:YOU Shi-hui  CHEN Zi-juan  FENG Yun-hua  DING Zhi-hua
Affiliation:1 Faculty of mechanical Engineering, Jiujiang University; 2 Faculty of Civil Engineering and Urban Construction, Jiujiang University, Jiujiang, Jiangxi, 332005
Abstract:This paper assumes that the welded turnout in the continuously welded rail track is a structural system, and the railway tie in the welded turnout is a beam on the continuously elastic foundation.Based on the generalized variation method and the energy equilibrium equation of the railway welded turnout structural system,the railway welded turnout structur- al system is analyzed systematically by finite element method.
Keywords:Welded Turnout  Beam on Elastic Foundation  Finite Element Analysis
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