EXPERIMENTAL STUDY ON BOND PERFORMANCE DETERIORATION BETWEEN CORRODED BARS AND CONCRETE UNDER FATIGUE LOADS

Peng Xiuning; JinLiangzhi; XueJianyang; WeiBinning

doi:10.13204/j.gyjz201002023

Volume 40 Issue 2

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(2): 101-104,115

Peng Xiuning, JinLiangzhi, XueJianyang, WeiBinning. EXPERIMENTAL STUDY ON BOND PERFORMANCE DETERIORATION BETWEEN CORRODED BARS AND CONCRETE UNDER FATIGUE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 101-104,115. doi: 10.13204/j.gyjz201002023

Citation:

Peng Xiuning, JinLiangzhi, XueJianyang, WeiBinning. EXPERIMENTAL STUDY ON BOND PERFORMANCE DETERIORATION BETWEEN CORRODED BARS AND CONCRETE UNDER FATIGUE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 101-104,115. doi: 10.13204/j.gyjz201002023

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EXPERIMENTAL STUDY ON BOND PERFORMANCE DETERIORATION BETWEEN CORRODED BARS AND CONCRETE UNDER FATIGUE LOADS

doi: 10.13204/j.gyjz201002023

1.
1,2,3) Jin Liangzhi~1 Xue Jianyang~4 Wei Binning~3(
2.
1. Postdoctoral Work Station of Guangxi Electric Power Industry Design and Research Institute,Nanning 530023,China;
3.
2. Civil Eng.Postdoctoral Station of Xi’an Univ.of Arch.&Tech.,Xi’an 710055,China;
4.
3. School of Civil and Architectural Eng.Guangxi Univ.,Nanning 530004,China;

Received Date: 2009-06-25
Publish Date: 2010-02-20

Abstract

Abstract

Bond performance is the key of reinforced concrete between concrete and bars,however either corrosion or fatigue load makes bond performance deteriorate.Using a fast electric current corrosion testing of 13 bars with strain gauge placed in a machined axial cavity,the bond performance between bars and concrete under fatigue loads has been investigated,the relationship between the number of fatigue loads,corrosion amount,bond-slip of bars and concrete has been found, the degradation law of the distribution of strain in bond area of bars has also been obtained.
- corrosion,
- bond performance,
- deterioration

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References(5)

References

[2] GLAl-Sulaimani,M Kaleemullah. Influence of Corrosion and Crackingon Bond Behavior and Strength of Rein forced ConcreteMembers[J]. ACI Structural Journal,1990,87(2):220-231.

王传志,腾智明.钢筋混凝土结构理论[M].北京:中国建筑工业出版社,1985.

[3] 王林科,王庆霖.锈后钢筋混凝土粘结锚固的试验研究[J].工业建筑,1996,26(4):14-16.

[4] 范颖芳,黄振国.受腐蚀钢筋混凝土构件中钢筋与混凝土粘结性能研究[J].工业建筑,1999,29(8):49-51.

[5] 彭修宁.锈损后钢筋混凝土疲劳耐久性若干问题的研究[D].南宁:广西大学,2004.

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