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金马大桥斜拉桥与刚构桥接头部位构造及受力分析
The Structure and Stress Analysis of the Joint Zone of Jinma Bridge
【摘要】 金马大桥是一座斜拉桥与T构的协作体系结构 ,斜拉桥的主梁采用梁板结构而T构采用箱形截面。两种不同截面形式的连接是否合理成为该种结构体系是否可行的关键。对接头部位的构造进行了分析 ,提出一种合理的接头构造形式并对其受力做了分析 ,采用了有限元法与光弹试验相结合的方法 ,证明了接头受力的合理性 ,为设计提供了依据
【Abstract】 Jinma bridge is a cooperative structure system of the cable stayed bridge and the T shape frame. The main beam of cable stayed bridge adapts girder structure, and the T shape frame is box section. It is key point for the structure system that the joint of two sections is reasonable or not. After analyzing the structure of joint zone it puts forward and analyzes a reasonable joint method. Using finite element method and photoelastic experiment prove the rationality of joint forcing, which provides the foundation for design.
【关键词】 斜拉桥;
刚构桥;
有限元法;
光弹性试验;
【Key words】 cable stayed bridge; rigid frame bridge; finite element method; photoelastic experiment;
【Key words】 cable stayed bridge; rigid frame bridge; finite element method; photoelastic experiment;
- 【文献出处】 桥梁建设 ,Bridge Construction , 编辑部邮箱 ,2001年06期
- 【分类号】U448.27
- 【被引频次】8
- 【下载频次】161