The Anti-Shear Capacity of Abnormal Joint of Steel Reinforced Concrete

被引:1
|
作者
Zhu, Jianing [1 ]
Yang, Kejia [1 ]
Li, Xiaowen [1 ]
Li, Ruiwen [1 ]
机构
[1] Xian Univ Architecture & Technol, Coll Civil Engn, Xian 710055, Peoples R China
关键词
Steel Reinforced Concrete column; Reinforced Concrete beam; abnormal exterior joints; minor core; anti-shear capacity;
D O I
10.4028/www.scientific.net/AMM.357-360.863
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The paper presents an test and computational results of finite element studies on the behavior and capacity of abnormal exterior joints of Steel Reinforced Concrete (SRC) column and Reinforced Concrete (RC) beam. The critical parameters influencing Anti-Shear Capacity are analyzed by ABAQUS, such as the eccentricity of column section, the steel ratio of the joint core zone, the concrete strength and the axial compression ratio and so on. As a result, the Anti-Shear capacity of the joints mainly depends on "the minor joint zone". The calculating formula of Anti-Shear capacity of the joints, with the computing unit of minor joint core zone, is deduces.
引用
收藏
页码:863 / 868
页数:6
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