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薄壁曲线箱梁剪力滞效用的有限元解法与实验研究
引用本文:邹芒,孙浩.薄壁曲线箱梁剪力滞效用的有限元解法与实验研究[J].中南公路工程,2011(3):26-29.
作者姓名:邹芒  孙浩
作者单位:湖南省吉怀高速公路建设开发有限公司;
摘    要:解释了箱梁的剪力滞效应并对其常用解法的优缺点进行了比较,介绍了有限元解法,利用SHELL63单元,运用ANSYS有限元分析方法对一具体箱梁进行分析,得出计算值与实验值吻合良好,可见利用ANSYS对薄壁箱梁剪力滞进行求解简单且可靠。

关 键 词:薄壁箱梁  剪力滞效应  有限单元法  shell63单元  ANSYS

Study of Curved Box Girder Utility by the Experimental and Finite Element Method
ZOU Mang,SUN Hao.Study of Curved Box Girder Utility by the Experimental and Finite Element Method[J].Central South Highway Engineering,2011(3):26-29.
Authors:ZOU Mang  SUN Hao
Institution:ZOU Mang,SUN Hao(Jishou-Huaihua expressway Construction Development Co.,LTD of Hunan provinc,Huaihua,Hunan 418000,China)
Abstract:This paper explains the shear lag effect of box girder and compares the advantages and disadvantages of commonly used methods,then introduces the finite element method and Analyses a concrete box gird by SHELL63 element based on ANSYS.The result is in good agreement with the experimental values.The method proposed in this paper is simple and valid.
Keywords:Thin-walled box girder  Shear lag effect  Finite element method  shell63 unit  ANSYS  
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