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