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曲线薄壁箱梁的空间受力分析

杨勇 贺国京

长沙铁道学院学报2000,Vol.18Issue(2):17-21,5.
长沙铁道学院学报2000,Vol.18Issue(2):17-21,5.

曲线薄壁箱梁的空间受力分析

3-Dimensional Finite Element Analysisof Curved Thin-walled Box Girders

杨勇 1贺国京1

作者信息

  • 1. 长沙铁道学院土木建筑学院,湖南 长沙 410075
  • 折叠

摘要

Abstract

The strain-displacement relationship of curved box girder,which is based upon thedifferential geometry and the theory of warping and torsion of thin-walled curved box gird ers,is derived in this paper. By means of the energy principal,and the element sfiffness ma trix of curved box girder and the equivalent nodal load column matrix are established of thispaper element deformation model. The numerical results show that the theory presented inthis paper is correct,easy and practical.

关键词

曲线/薄壁箱梁/有限元法/扭转/翘曲

Key words

curve/thin-walled box girders/finite element method/torsion/warping

分类

建筑与水利

引用本文复制引用

杨勇,贺国京..曲线薄壁箱梁的空间受力分析[J].长沙铁道学院学报,2000,18(2):17-21,5.

基金项目

国家自然科学基金资助项目(19502003) (19502003)

长沙铁道学院学报

OACSTPCD

1672-7029

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