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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
【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.
【关键词】 斜拉桥;
索梁锚固区;
应力分析;
有限元法;
【Key words】 cable-stayed bridge; cable-to-girder anchor zone; stress analysis; finite element method;
【Key words】 cable-stayed bridge; cable-to-girder anchor zone; stress analysis; finite element method;
- 【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