Crack Pattern of SRUHSC Column and SRC Beam Joint Subjected to Reversal Cycle Load

被引：0
|
作者：
Zhang Ju [1 ]
Yan Changwang [1 ,2 ]
Jia Jinqing [2 ]
机构：
[1] Inner Mongolia Univ Technol, Hohhot 010062, Peoples R China
[2] Dalian Univ Technol, Sch Civil & Hydraul Engn, Dalian 116024, Peoples R China
来源：
NEW MATERIALS AND ADVANCED MATERIALS, PTS 1 AND 2 | 2011年 / 152-153卷
基金：
中国博士后科学基金; 中国国家自然科学基金;
关键词：
seismic damage; steel reinforced ultra high strength concrete; reversal cycle load;
D O I：
10.4028/www.scientific.net/AMR.152-153.1125
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
In order to investigate the crack pattern of steel reinforced ultra high strength concrete (SRUHSC) column and steel reinforced concrete (SRC) beam joint subjected to reversal cycle load, six interior joint specimens were tested with various axial load ratio and volumetric stirrup ratio. A discussion on the ductility and crack pattern was presented. It was found that all joint specimens failed in shear fracture in the joint core regions and that axial load ratio had more influence on the crack resistance capacity. The experimental results indicated that test parameters of SRUHSC column and SRC beam joint with good crack resistance performance may be referred for engineering application.
引用
收藏
页码：1125 / +
页数：2
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