钢筋腐蚀对混凝土结构性能的影响及预防措施
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摘要
指出钢筋锈蚀是导致混凝土结构破坏的主要因素之一,从钢筋腐蚀机理、试验和预防措施三个方面总结了国内外关于腐蚀混凝土结构性能的最新研究成果,分析了研究中存在的不足,探讨了今后研究中需要解决的若干关键问题。
The corrosion of reinforcing steel is the main reason for the premature degradation of reinforced concrete structures.This paper presents the state of the art review on the newest results of properties of corroded concrete structures at home and abroad in three aspects including corrosion mechanism,experiments and preventive measures,and analyses the defects in current research.Finally,several key issues in the future are discussed.
引文
[1]Antonic Nanni.North American design guideline for concretereinforcement and strengthening using FRP:principle,appli-cations and unresolved issues[J].Construction and BuildingMaterial,2003(17):439-446.
    [2]金伟良,赵羽习.混凝土结构耐久性[M].北京:科学出版社,2002.
    [3]Sobhy Masoud,Aled Soudki,Ti mothy Topper.CFRP-strength-ened and corroded RCbeams under monotonic andfatigueloads[J].Journal of Composites for Construction,2001,5(4):228-236.
    [4]王海超.腐蚀环境相同应力水平混凝土梁的静动力性能研究[J].哈尔滨工业大学学报,2005,37(11):1256-1258.
    [5]史庆轩,牛荻涛,颜桂云.反复荷载作用下腐蚀钢筋混凝土压弯构件恢复力性能的试验研究[J].地震工程与工程振动,2000,20(4):44-50.
    [6]贡金鑫,仲伟秋,赵国藩.受腐蚀钢筋混凝土偏心受压构件低周反复性能的试验研究[J].建筑结构学报,2004,25(5):92-97.
    [7]刘玉.钢筋腐蚀机理及氯离子影响机制的研究[D].厦门:厦门大学学位论文,2007.

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