EXPERIMENT ON BONDING SHEAR DEFORMATION FOR REINFORCEMENT OF FIRE-INJURED CONCRETE

Guo Jinjun; Zhang Qiming; Lu Yan

doi:10.13204/j.gyjz200705026

Volume 37 Issue 5

Dec. 2014

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Guo Jinjun, Zhang Qiming, Lu Yan. EXPERIMENT ON BONDING SHEAR DEFORMATION FOR REINFORCEMENT OF FIRE-INJURED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 103-105. doi: 10.13204/j.gyjz200705026

Citation:

Guo Jinjun, Zhang Qiming, Lu Yan. EXPERIMENT ON BONDING SHEAR DEFORMATION FOR REINFORCEMENT OF FIRE-INJURED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 103-105. doi: 10.13204/j.gyjz200705026

Guo Jinjun, Zhang Qiming, Lu Yan. EXPERIMENT ON BONDING SHEAR DEFORMATION FOR REINFORCEMENT OF FIRE-INJURED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 103-105. doi: 10.13204/j.gyjz200705026

Citation:

Guo Jinjun, Zhang Qiming, Lu Yan. EXPERIMENT ON BONDING SHEAR DEFORMATION FOR REINFORCEMENT OF FIRE-INJURED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 103-105. doi: 10.13204/j.gyjz200705026

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EXPERIMENT ON BONDING SHEAR DEFORMATION FOR REINFORCEMENT OF FIRE-INJURED CONCRETE

doi: 10.13204/j.gyjz200705026

1.
Zhengzhou University Zhengzhou 450002

Received Date: 2006-08-20
Publish Date: 2007-05-20

Abstract

Abstract

In order to study the bonding performance of adhesive reinforcement of fire-injured concrete,a large numbers of shear experiments on Z-shape bonding specimens based on injured concrete subjected to elevated temperature were done.Shear slipping curves were measured under several circumstances such as different temperature,different cooling ways and different interfacial roughness.At same time,the corresponding calculation formulas are deduced and the feature of shear slipping curve is also generalized.The study will provide reference for numerical simulating calculation of bonding reinforcement.
- elevated temperature,
- bonding,
- shear slipping curve

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References(7)

References

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