Experimental Study on Cross-section Crack-resistance of Steel Fiber Concrete Shear Walls
In this paper, experiments were carried out to study the cross-section crack-resistant property of 5 steel fiber reinforced concrete shear walls and l 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.
Shear wall Volume fraction of steel fiber Concrete strength Cross-section crack-resistant capacity Cyclic reverse load
Jun Zhao Ming Zhang Danying Gao
Zhengzhou University, Zhengzhou 450001, China Anyang Normal University, China
国际会议
南京
英文
945-949
2007-10-16（万方平台首次上网日期，不代表论文的发表时间）