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中山市长江大桥蝴蝶拱桥空间稳定性分析
引用本文:谷利雄,李新平.中山市长江大桥蝴蝶拱桥空间稳定性分析[J].广东公路交通,2005(2):1-3,11.
作者姓名:谷利雄  李新平
作者单位:华南理工大学交通学院,广州,510640;华南理工大学交通学院,广州,510640
摘    要:广东省中山市的长江大桥为蝴蝶拱桥。其造型新颖独特,受力复杂,对其进行稳定分析十分必要。采用ANSYS程序,建立了空间杆系有限元计算模型,并对其进行了第一类和第二类空间稳定性分析,对每一种模型分别进行线弹性和几何非线性计算,得到了一些重要结论。对该类桥梁的建设具有一定的借鉴作用。

关 键 词:系杆拱桥  稳定性  线弹性  几何非线性  有限元法
文章编号:1671-7619(2005)02-0001-03

Spatial stabilization analysis of butterfly arch bridge in zhongshan city of Guangdong Province
GU Li-xiong,LI Xin-ping.Spatial stabilization analysis of butterfly arch bridge in zhongshan city of Guangdong Province[J].Guangdong Highway Communications,2005(2):1-3,11.
Authors:GU Li-xiong  LI Xin-ping
Abstract:The changjiang bridge of zhongshan city is a butterfly arch bridge. It's structure is very special and novelty, and it's internal force is very complex. So it is very necessary to make a stabilization analysis for this bridge. A spatial pole series finity element models is established by means of ANSYS program. Some important conclusions are gained from the first species and second species stablization analysis for this model. These conclusions can be used for reference in the construction process of this kind of bridges.
Keywords:tied arch bridge  stablilization  linear elasticity  geometrical non-linearity  finity element method
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