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Effects of pre-cracks on both initiation and propagation of re-bar corrosion in pure carbon dioxide

机译:预裂缝对纯二氧化碳再杆腐蚀的启动和繁殖的影响

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This paper deals with effects of pre-cracks on both initiation and propagation of reinforcement steel corrosion due to carbonation. The ring shaped mortar samples with 8 mm steel bar inside were cracked with different crack widths ranging from 12 micrometers to 600 micrometers and then subjected to carbon dioxide environment for different terms to assess the carbonation profile in cracks and along the interface between steel and concrete,damaged by the internal pressure applied to the ring samples. After carbonation of interface,ring samples were submitted to wetting-drying cycles to study the propagation of corrosion and the effect of corrosion products on healing and then repassivation of steel bar or corrosion cracks development. Results show that irrespective of width of cracks,the carbon dioxide reaches the interface between steel and mortar and propagates along this interface. The samples then subjected to wetting-drying cycles exhibit corrosion development all along the interface,the appearance of oxides does not lead to create corrosion cracks for the duration of the experiments.
机译:本文涉及由于碳酸化引起的钢筋腐蚀的启动和传播的抗裂纹的影响。带有8毫米钢筋的环形砂浆样品用不同的裂缝宽度从12微米到600微米,然后经受二氧化碳环境进行不同的术语,以评估裂缝中的碳酸化曲线,沿着钢和混凝土之间的界面进行评估。被施加到环样品的内部压力损坏。界面碳酸化后,将环样品提交至润湿干燥循环,以研究腐蚀的繁殖和腐蚀产品对愈合的影响,然后对钢筋或腐蚀裂缝发育进行回复。结果表明,无论裂缝宽度如何,二氧化碳都达到钢和砂浆之间的界面,沿着该界面传播。然后对样品进行润湿干燥循环表现出沿界面的腐蚀显现,氧化物的外观不会导致实验期间产生腐蚀裂缝。

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