期刊文献+

珠江黄埔大桥北汊桥钢主梁应力不均匀性研究 被引量:6

Study of Stress Non-Uniformity in Steel Main Girder of North Bridge of Huangpu Bridge over Zhujiang River
下载PDF
导出
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。 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 cablestayed bridge is therefore made clear.
出处 《桥梁建设》 EI CSCD 北大核心 2007年第6期46-48,60,共4页 Bridge Construction
关键词 斜拉桥 钢梁 箱形梁 应力 有限元法 cable-stayed bridge steel girder box girder stress finite element method
  • 相关文献

参考文献2

二级参考文献8

  • 1朱慈勉,沈祖炎.薄壁柱相关屈曲分析的混合有限元模型[J].同济大学学报(自然科学版),1997,25(1):11-16. 被引量:15
  • 2辛济平 万国朝 张文.美国公路桥梁设计规范[M].北京:人民交通出版社,1998..
  • 3日本道路协会.道路桥示方书(同解说)[M].东京:丸善株式会社,2001..
  • 4Uwe S.Cable-stayed bridge concept for longer spans[J].Journal of Bridge Engineering(ASCE),1996,1(3):99-103.
  • 5Mounir E M,Kassim M T.Finite-element analysis of steel girder highway bridges[J].Journal of Bridge Engineering(ASCE),1997,2(3):83-87.
  • 6Shu H S,Wang Y C.Stability analysis of box-girder cable-stayed[J].Journal of Bridge Engineering(ASCE),2001,6(1):63-68.
  • 7JTJ025-86.公路桥涵钢结构及木结构规范[S].[S].,..
  • 8吴冲.苏通长江公路大桥钢箱梁合理构造与受力特性研究[R].上海:同济大学桥梁工程系,2003..

共引文献49

同被引文献41

引证文献6

二级引证文献65

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部