An analysis of the bending shear stress of the centrifugal concrete filled thin-wall steel tube

被引：0
|
作者：
Chen, Qu [1 ]
机构：
[1] Zhejiang Univ Sci & Technol, AH-310012 Hangzhou, Peoples R China
来源：
8th International Conference on Steel-Concrete Composite and Hybrid Structures, Proceedings | 2006年
关键词：
the centrifugal concrete filled thin-wall steel tube; the analysis of the shear stress; the distribution of shear stress;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
As shown in the projects, under lateral outer forces, the bearing carrying capacity of the centrifugal concrete filled thin-wall steel tube is closely related to its internal bending shear stress as well as the normal stress distribution of section. So far, no research is done on this. This paper proposes formulas for the calculation of the bending shear stress of its outer steel tube and inner concrete, therefore provides the theoretical support for the further study on the simplified calculation method of the shear resistance.
引用
收藏
页码：173 / 176
页数：4
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