节点文献

斜拉桥索梁锚固区受力情况的三维有限元分析

Three-Diemensional Finite Element Analysis of Stress Conditions at Cable-to-Girder Anchor Zone of Cable-Stayed Bridge

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 黄勇程晓东曾进忠

【Author】 HUANG Yong, CHENG Xiao-dong, ZENG Jin-zhong ( Hangzhou Municipal Urban Infrastructure Development Corporation, Hangzhou 310006, China; Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China)

【机构】 杭州市城市基础设施开发总公司浙江大学土木工程学系 浙江 杭州 310006浙江 杭州 310006浙江 杭州 310027

【摘要】 以金华江上某斜拉桥为研究对象,采用三维有限元方法对索梁锚固处集中应力效应进行了研究,分析中分别对三向预应力的施加方法、边界条件的取法进行了探讨,研究结果可供斜拉桥索梁锚固区的设计和施工参考。

【Abstract】 Taking a cable-stayed bridge over Jinhua River as the research object, this paper investigates the concentrated stress effect at the cable-to-girder anchor zone of the bridge by three-dimensional finite element method, and also respectively studies the methods for applying three-dimensional prestress and for selecting boundary conditions. The results of investigation herewith may serve as reference to the design and construction of cable-to-girder anchor zones of cable-stayed bridges.

  • 【文献出处】 桥梁建设 ,Bridge Construction , 编辑部邮箱 ,2005年S1期
  • 【分类号】U441.5
  • 【被引频次】13
  • 【下载频次】300
节点文献中: 

本文链接的文献网络图示:

本文的引文网络