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Volume 34 Issue 5
Dec.  2014
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Article Contents
Chen Liuguo, Fang Congqi, Kou Xinjian, Chen Bing. BOND PROPERTY OF REINFORCED CONCRETE WITH CORRODED REINFORCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 15-17. doi: 10.13204/j.gyjz200405005
Citation: Chen Liuguo, Fang Congqi, Kou Xinjian, Chen Bing. BOND PROPERTY OF REINFORCED CONCRETE WITH CORRODED REINFORCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 15-17. doi: 10.13204/j.gyjz200405005

BOND PROPERTY OF REINFORCED CONCRETE WITH CORRODED REINFORCEMENT

doi: 10.13204/j.gyjz200405005
  • Received Date: 2003-11-16
  • Publish Date: 2004-05-20
  • Reinforcing steel provides strength and ductility only through bond and anchorage to the concrete.The effectiveness of such connection can be reduced through corrosion of the reinforcing steel.Corrosion of reinforcement leads to a volume increase, causing splitting stresses in the concrete.Therefore, there is a close interaction between corrosion and bond.In order to evaluate the effect of different degrees of reinforcement corrosion on the bond degradation, the tests were designed to provide data required to assess the bond properties including the ultimate bond strength and free-end slip for various degrees of corrosion under pull-out loads.The results of the tests and analyses may supply a valuable reference for durability forecast of concrete structures.
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  • Al Sulaimani G J,et al.Influence of Corrosion and Cracking on Bond Behavior and Strength of Reinforced Concrete Members.ACI Structural Journal,1990(24)
    [2] 袁迎曙,余索,贾福萍.腐蚀钢筋混凝土的粘结性能退化的试验研究.工业建筑,1999,29(11)
    [3] Auyueng Yubun,Balaguru P,Chung Lan.Bond Behavior of Corroded Reinforcement Bars.ACI Materials Journal,2000,97(2)
    [4] Abdullah A Almusallam,et al. Effect of Reinforcement Corrosion on Bond Strength.Construction and Building Materials,1996,10(2)
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