Experimental study on cross-section crack-resistance of steel fiber concrete shear walls

被引：0
作者：
Zhao, Jun [1 ]
Zhang, Ming [2 ]
Gao, Danying [1 ]
机构：
[1] Zhengzhou Univ, Zhengzhou 450001, Henan, Peoples R China
[2] Anyang Normal Univ, Anyang, Peoples R China
来源：
PROCEEDINGS OF INTERNATIONAL CONFERENCE ON HEALTH MONITORING OF STRUCTURE, MATERIALS AND ENVIRONMENT, VOLS 1 AND 2 | 2007年
关键词：
shear wall; volume fraction of steel fiber; concrete strength; cross-section crack-resistant capacity; cyclic reverse load;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In this paper, experiments were carried out to study the cross-section crack-resistant property of 5 steel fiber reinforced concrete shear walls and 1 normal concrete shear wall under the cyclic reverse loads. The cracking rule of steel fiber reinforced concrete shear walls was discussed, and the cross-section crack-resistant property of shear walls affected by the volume fraction of steel fibers and concrete strength were emphatically analyzed. Additionally the calculation formulas of cross-section crack-resistant capacity of steel fiber reinforced concrete shear walls were put forward. The calculated results coincide well with the test ones.
引用
收藏
页码：945 / +
页数：2
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