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悬索桥的几何非线性问题及其有限元分析
引用本文:雍玉鲤.悬索桥的几何非线性问题及其有限元分析[J].江苏建筑,2014(1):41-44.
作者姓名:雍玉鲤
作者单位:扬州职业大学土木工程学院,江苏扬州225009
摘    要:首先简述了几何非线性的基本理论,介绍了国内外在几何非线性有限元法方面的研究进展,并分析了其求解的一般过程。最后对一大跨度悬索桥进行施工全过程有限元模拟。结果表明,几何非线性效应对大跨度悬索桥的施工影响显著,在悬索桥的设计分析中必须充分考虑。

关 键 词:几何非线性  有限元法  研究进展  悬索桥施工

Geometric Nonlinearity and the Finite Element Analysis in Design of Suspension Bridge
YONG Yu-li.Geometric Nonlinearity and the Finite Element Analysis in Design of Suspension Bridge[J].Jiangsu Construction,2014(1):41-44.
Authors:YONG Yu-li
Affiliation:YONG Yu-li(School of Civil Engineering,Yangzhou Polytechnic College,Yangzhou Jiangsu 225009 China)
Abstract:The basic theorem of geometric nonlinearity is presented.The research progress of geometric nonlinearity finite element method at home and abroad is introduced as well as the general procedure is analyzed. Finally,the finite element simulation is taken for the whole construction process of a long-span suspension bridge.It is indicated that geometric nonlinearity has a remarkable effect on the bridge construction,and it must be taken into consideration in the design and analysis of suspension bridge.
Keywords:geometric nonlinearity  finite element method  research progress  construction of suspension bridge
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