Experimental Research on Joints Behavior of Concrete-Filled Steel Tubular Columns

被引：0
|
作者：
He, Meili [1 ]
Yu, Hualong [2 ]
Cao, Yan [2 ]
Xia, Yongkang [2 ]
机构：
[1] Hunan City Univ, Civil Engn Coll, Yiyang 413000, Peoples R China
[2] Hunan Sci & Technol Univ, Civil Engn Coll, Xiangtan 411201, Peoples R China
来源：
ADVANCED RESEARCH IN MATERIAL SCIENCE AND MECHANICAL ENGINEERING, PTS 1 AND 2 | 2014年 / 446-447卷
关键词：
Concrete-filled Steel Tube; Joints behavior; Compression test; Mechanical property; Failure mode;
D O I：
10.4028/www.scientific.net/AMM.446-447.1409
中图分类号：
TH [机械、仪表工业];
学科分类号：
0802 ;
摘要：
By means of eccentric compressive tests of Concrete-filled Steel Tubular Columns, to research the mechanical properties and failure modes of Concrete-filled Steel Tubular Columns without yield point. Research shows that, the failure modes of axial compressive Concrete-filled Steel Tubular Columns without yield point, as well as axial compressive short columns, have the same trend of oblique shear failure.
引用
收藏
页码：1409 / +
页数：2
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