RESEARCH ON FATIGUE BEHAVIOR OF CONCRETE BEAMS WITH SLIGHT CORROSION REINFORCEMENT

Wu Jin; Huang Jie

doi:10.13204/j.gyjz200905013

Volume 39 Issue 5

Dec. 2014

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Wu Jin, Huang Jie. RESEARCH ON FATIGUE BEHAVIOR OF CONCRETE BEAMS WITH SLIGHT CORROSION REINFORCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 65-67. doi: 10.13204/j.gyjz200905013

Citation:

Wu Jin, Huang Jie. RESEARCH ON FATIGUE BEHAVIOR OF CONCRETE BEAMS WITH SLIGHT CORROSION REINFORCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 65-67. doi: 10.13204/j.gyjz200905013

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RESEARCH ON FATIGUE BEHAVIOR OF CONCRETE BEAMS WITH SLIGHT CORROSION REINFORCEMENT

doi: 10.13204/j.gyjz200905013

Wu Jin,
Huang Jie

1.
Department of Civil Engeering,Nanjing University of Aeronautics and Astronautics,Nangjing 210016,China

Received Date: 2008-07-31
Publish Date: 2009-05-20

Abstract

Abstract

The fatigue test of five concrete beams with slight corrosion reinforcement has been made.The influence of weight loss ratio of reinforcement and stress ratio on the deflection of midspan,maximal crack width and fatigue life of concrete beams has been investigated.Research results show that the midspan deflection of slight corroded beams is lower than that of the non-corroded beams,the maximal crack width of a corroded beam is decreased with an increase in stress rato and the fatigue life is increased with the increase in stress ratio.The experimental results are helpful to the research and assessment of concrete beams with slight corrosion reinforcement.
- concrete beam,
- fatigue behavior,
- weight loss ratio of reinforcement,
- stress ratio

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References(4)

References

王海超,贡金鑫,宋元成.钢筋混凝土梁腐蚀疲劳的试验研究[J].建筑结构学报,2004,25(5):105-110;

[2] Hodgkiess T,Arthur P D,Earl J C.Corrosion Fatigue of ReinforcedConcrete in Seawater[J].Materials Performance,1984(7):27-31;

[3] 现行建筑结构规范大全[M].北京:中国建筑工业出版社,2002;

[4] 黄杰.锈蚀钢筋混凝土梁抗弯疲劳试验研究与分析[D].南京:南京航空航天大学,2006.

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