The Analysis of Main Parameters on Shear Capacity of Steel Tube Steel Reinforced Concrete Composite Column

被引：0
|
作者：
Wang, Bing [1 ]
Liu, Xiao [1 ]
Xu, Tian-Cheng [1 ]
机构：
[1] Shenyang Univ, Sch Architectural & Civil Engn, Shenyang 110044, Peoples R China
来源：
PROCEEDINGS OF THE 2015 INTERNATIONAL CONFERENCE ON MATERIAL SCIENCE AND APPLICATIONS (ICMSA 2015) | 2015年 / 3卷
关键词：
Steel tube steel reinforced concrete composite column; Main parameters; Shear capacity;
D O I：
暂无
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
In this paper, establishing finite element model of ABAQUS, selecting the reasonable component parameters, we calculate and analyze the shear capacity of the steel tube steel reinforced concrete composite column under the effect of lateral horizontal displacement. It is concluded that increasing the constraint effect coefficient, shear bearing capacity of components increases significantly. The shear capacity of components along with the increase of axial compression ratio and shear span ratio reduces gradually.
引用
收藏
页码：624 / 628
页数：5
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