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Accelerated Corrosion Testing Results for Specimens Containing Uncoated reinforcing Steel and Corrosion Inhibitors

机译:包含未涂覆的钢筋和缓蚀剂的试样的加速腐蚀测试结果

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Concrete slabs containing uncoated reinforcing bars were cast with a concrete cover of 20 mm. The w/c was either 0.25, 0.40, or 0.60. A simulated crack 0.4-mm wide was formed transverse to the axis of the reinforcing bar. Three types of commercial corrosion inhibitors were added to concrete mixtures for corrosion protection. Slabs were placed in an accelerated exposure cabinet with four cycles of wetting and drying per day in simulated seawater. The corrosion rates were measured using the linear polarization technique. Some of the concrete slabs were broken open at the end of the exposure period and corrosion damage was evaluated. Water-soluble chloride content analysis in the rebar trace was performed at the end of the exposure period for all of the examined specimens.
机译:包含未涂覆钢筋的混凝土板用20 mm的混凝土覆盖层浇铸。 w / c为0.25、0.40或0.60。垂直于钢筋轴线形成了0.4毫米宽的模拟裂纹。将三种类型的商业腐蚀抑制剂添加到混凝土混合物中以进行腐蚀保护。将板放置在加速暴露的柜子中,每天在模拟海水中进行四个润湿和干燥循环。使用线性极化技术测量腐蚀速率。在暴露期结束时,一些混凝土板破裂了,并评估了腐蚀损伤。在暴露期结束时,对所有检查的样品进行了钢筋痕迹中的水溶性氯化物含量分析。

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