首页 | 本学科首页   官方微博 | 高级检索  
     检索      

珠江黄埔大桥北汊桥钢主梁应力不均匀性研究
引用本文:苏庆田,曾明根,吴冲,吴永昌.珠江黄埔大桥北汊桥钢主梁应力不均匀性研究[J].桥梁建设,2007(6):46-48,60.
作者姓名:苏庆田  曾明根  吴冲  吴永昌
作者单位:1. 同济大学桥梁工程系,上海,200092
2. 中交第一公路勘察设计研究院,陕西,西安,710075
摘    要:珠江黄埔大桥北汊桥主梁采用扁平钢箱梁,结合该工程,采用混合有限元方法计算钢箱梁的受力,得到钢主梁板件的应力,分析箱梁顶板和底板应力分布的不均匀性,揭示斜拉桥中扁平钢箱梁的应力分布特点。

关 键 词:斜拉桥  钢梁  箱形梁  应力  有限元法
文章编号:1003-4722(2007)06-0046-03
收稿时间:2007-09-10
修稿时间:2007年9月10日

Study of Stress Non-Uniformity in Steel Main Girder of North Bridge of Huangpu Bridge over Zhujiang River
SU Qing-tian,ZENG Ming-gen,WU Chong,WU Yong-chang.Study of Stress Non-Uniformity in Steel Main Girder of North Bridge of Huangpu Bridge over Zhujiang River[J].Bridge Construction,2007(6):46-48,60.
Authors:SU Qing-tian  ZENG Ming-gen  WU Chong  WU Yong-chang
Abstract:The flat steel box girder is designed for main girder of the North Bridge of Huangpu Bridge over Zhujiang River.In this paper,with reference to the Bridge,the mechanical behavior of steel box girder is calculated by the mixed finite method and the stress in plates of the box girder have been obtained.The non-uniformity of stress distribution in the top and bottom plates of the girder is analyzed and the stress distribution pattern of the flat steel box girder for cable-stayed bridge is therefore made clear.
Keywords:cable-stayed bridge  steel girder  box girder  stress  finite element method  
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号