CALCULATION METHOD OF CROSS2SECTION CRACK2RESISTANCE OF STEEL FIBER CONCRETE SHEAR WALLS

Zhao Jun; Gao Danying; Zhang Ming

doi:10.13204/j.gyjz200802013

Volume 38 Issue 2

Dec. 2014

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Zhao Jun, Gao Danying, Zhang Ming. CALCULATION METHOD OF CROSS2SECTION CRACK2RESISTANCE OF STEEL FIBER CONCRETE SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 39-42. doi: 10.13204/j.gyjz200802013

Citation:

Zhao Jun, Gao Danying, Zhang Ming. CALCULATION METHOD OF CROSS2SECTION CRACK2RESISTANCE OF STEEL FIBER CONCRETE SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 39-42. doi: 10.13204/j.gyjz200802013

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CALCULATION METHOD OF CROSS2SECTION CRACK2RESISTANCE OF STEEL FIBER CONCRETE SHEAR WALLS

doi: 10.13204/j.gyjz200802013

1.
1. College of Civil Engineering,Zhengzhou University,Zhengzhou 450001;
2.
2. Department of Civil Engineering,Anyang Normal University,Anyang 455002

Received Date: 2007-05-16
Publish Date: 2008-02-20

Abstract

Abstract

An experimental study was carried out on the cross2section crack2resistant property of 5 steel fiber reinforced concrete shear walls and 1 reinforced concrete shear wall under cyclic reverse load. Through the theoretical analysis of crack modes,the calculation model of cross2section crack2resistant capacity was established. The calculation formulas of cross2 section crack2resistant capacity were deduced,which were connected with that of reinforced concrete shear walls. The calculated results agreed well with the test results.
- shear wall,
- volume fraction of steel fiber,
- concrete strength,
- cross2section crack2resistant capacity,
- cyclic reverse load

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References

[2] JGJ 322002,高层建筑混凝土结构技术规程

赵军. 钢筋钢纤维增强部分混凝土构件力学性能及设计方法的研究: [博士学位论文]. 哈尔滨:哈尔滨工业大学,2000

[3] 高丹盈, 赵军, 朱海堂. 钢纤维混凝土设计与应用. 北京:中国建筑工业出版社,2002 :52-60

[4] 高丹盈,刘建秀. 钢纤维混凝土基本理论. 北京:科学技术文献出版社,1994 :419-438

[5] 赵国藩,李树瑶. 钢筋混凝土结构的裂缝控制. 北京:海洋出版社,1991 :110-113

[6] 赵国藩,黄承逵. 纤维混凝土的研究和应用. 大连:大连理工大学出版社,1992 :32-39

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