首页> 外文会议>The International Conference on Durability of Concrete Structures(2008年混凝土结构耐久性国际学术会议)论文集 >DEVELOPMENT OF CORROSION LAYER OF STEEL BAR IN CONCRETE AND ITS MECHANICAL AND ELECTROCHEMICAL EFFECTS
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DEVELOPMENT OF CORROSION LAYER OF STEEL BAR IN CONCRETE AND ITS MECHANICAL AND ELECTROCHEMICAL EFFECTS

机译:混凝土中钢筋腐蚀层的形成及其力学和电化学效应。

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Corrosion of steel bar in concrete can be caused under environment of chlorideattack,porosity of the steel-concrete interface offer a space for diffusing of the expansive rust.The diffusion of the rust transforms the porous steel-concrete interface into the dense mixedlayer composed of concrete and rust,the layer is called corrosion layer for short in this paper.The development of the corrosion layer leads to mechanical effect on corrosion cracking andelectrochemical effect on retardation of oxygen and water transportation. The dense corrosionlayer resists rust diffusion,and then produces an expansive force which forms corrosioncracking finally. The dense corrosion layer retards transporting oxygen and water to thesurface of the steel bar,and than the corrosion rate is slows down. This paper describes thecomposition and distribution of the corrosion layer along the bar surface,presents thedistribution model of expansive force and reveal time-depended process of the variation ofcorrosion rate of the steel bar in concrete,and discusses the mechanism of mechanical andelectrochemical effects.
机译:钢筋在混凝土的氯化物腐蚀环境下可能会腐蚀,钢-混凝土界面的孔隙为膨胀的锈提供了扩散的空间。锈的扩散将多孔的钢-混凝土界面转变成由混凝土组成的致密混合层在腐蚀过程中,腐蚀层的发展导致了对腐蚀开裂的机械作用以及对氧气和水的传递的阻滞的电化学作用。致密的腐蚀层抵抗锈的扩散,然后产生膨胀力,最终形成腐蚀裂纹。致密的腐蚀层阻碍了氧气和水向钢筋表面的传输,并且腐蚀速率变慢。本文描述了沿钢筋表面腐蚀层的组成和分布,给出了膨胀力的分布模型,揭示了钢筋腐蚀速率随时间的变化过程,并探讨了其机械和电化学作用的机理。

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