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锈蚀钢筋混凝土构件粘结性能的研究进展
引用本文:史波,赵国藩. 锈蚀钢筋混凝土构件粘结性能的研究进展[J]. 建筑材料学报, 2005, 8(6): 653-659
作者姓名:史波  赵国藩
作者单位:大连理工大学,土木水利学院,辽宁,大连,116024;大连理工大学,土木水利学院,辽宁,大连,116024
摘    要:综述了研究锈蚀钢筋与混凝土之间粘结性能的意义,对锈蚀钢筋与混凝土之间粘结性能的退化规律以及粘结损失对钢筋混凝土构件性能的影响等方面的研究进展进行了总结.

关 键 词:粘结性能  钢筋锈蚀  钢筋混凝土  退化  锚固
文章编号:1007-9629(2005)06-0653-07
修稿时间:2004-12-08

Advance in Bond Behavior of Concrete Elements with Corroded Rebar
SHI Bo,ZHAO Guo-fan. Advance in Bond Behavior of Concrete Elements with Corroded Rebar[J]. Journal of Building Materials, 2005, 8(6): 653-659
Authors:SHI Bo  ZHAO Guo-fan
Abstract:Structural performance of reinforced concrete member is based on bond strength between concrete and reinforcement,and adequate end anchorage at supports.However,environmental attacks,chloride contamination and carbonation of concrete cover for example,may lead to corrosion of reinforcing bar in concrete. Further,an increasing expansion of corrosion products will result in longitudinal cracking of cover concrete.Thus,weakening of the bond which directly affects the load carrying capacity and serviceability for concrete members within structures is induced.In this paper,the mechanism of deterioration in bond between corroded bars and concrete,and effects of loss in bond on structural performance of member are summarized.
Keywords:bond behavior  reinforcement corrosion  reinforced concrete  deterioration  anchorage
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