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

页码：945 / +

页数：2

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