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特殊设计的简支梁桥无缝线路挠曲力计算分析
引用本文:朱传勇,唐进锋,叶松. 特殊设计的简支梁桥无缝线路挠曲力计算分析[J]. 山西建筑, 2007, 33(19): 302-303
作者姓名:朱传勇  唐进锋  叶松
作者单位:中南大学土木建筑学院,湖南 长沙 410075
摘    要:建立了桥上无缝线路梁轨相互作用的力学模型,采用有限元方法计算研究了特殊设计的混凝土简支梁桥无缝线路钢轨附加挠曲力的分布,得出的结论可以指导桥上无缝线路的设计,可供相关技术人员参考。

关 键 词:无缝线路  挠曲力  简支梁桥  有限元
文章编号:1009-6825(2007)19-0302-02
修稿时间:2007-01-19

Calculation analysis of discrete force of continuously welded railway on special designed simple supported bridges
ZHU Chuan-yong,TANG Jin-feng,YE Song. Calculation analysis of discrete force of continuously welded railway on special designed simple supported bridges[J]. Shanxi Architecture, 2007, 33(19): 302-303
Authors:ZHU Chuan-yong  TANG Jin-feng  YE Song
Affiliation:ZHU Chuan-yong TANG Jin-feng YE Song
Abstract:Basing on interrelated action principium of beam and rail, we build a mechanics model and use finite dement method to calculate and analyze the principle of discrete force of welded railway on special designed simple supported bridges. The result can give some advice to the design of continuously wdded rails on bridges, which to ofter a reference for rdevant technical staft.
Keywords:continuously welded rails   simple supported bridges   discrete force   finite dement method
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