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大悬臂组合梁少加劲横梁合理构造设计分析

吴怀强

江西建材Issue(8):180-183,4.
江西建材Issue(8):180-183,4.

大悬臂组合梁少加劲横梁合理构造设计分析

Reasonable Structural Design Analysis of Large Cantilever Composite Beam With Less Stiffening Beam

吴怀强1

作者信息

  • 1. 上海市政工程设计研究总院(集团)有限公司,上海 200092
  • 折叠

摘要

Abstract

With the advantages of steel bridges and composite bridges becoming more and more prominent,the application of large cantilever cross-beams is also more and more.This paper takes the design of large cantilever cross-beams of a bridge in Fuzhou as an example,a large general-purpose finite element software Ansys is applied to establish the spatial plate and shell model of the steel-concrete composite bridges,analyzes the force performance of the cross-beams with different stiffening arrangements,compares the stability of the cross-beams webs with different specifications,and arrives at some suggestions on the design of large cantilevered composite cross-beams with fewer stiffeners.

关键词

大悬臂/少加劲横梁/组合梁/腹板稳定

Key words

Large cantilever/Less stiffened cross-beams/Composite bridges/The stability of the cross-beams webs

分类

建筑与水利

引用本文复制引用

吴怀强..大悬臂组合梁少加劲横梁合理构造设计分析[J].江西建材,2024,(8):180-183,4.

江西建材

1006-2890

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