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Underwater half-cell corrosion potential bench mark measurements of corroding steel in concrete influenced by a variety of material science and environmental engineering variables

机译:受各种材料科学和环境工程变量影响的混凝土中腐蚀钢的水下半电池腐蚀潜能基准测试

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This paper aims at detailed investigation of the chloride induced corrosion potential in submerged reinforced concrete structures in comparison to various other relative humidity conditions. Corrosion cells with different concrete material compositions under four different environmental engineering conditions (air dry, submerged, 95percent RH and alternate wetting-drying) were used to explore the underwater half-cell corrosion potential in a comparative study with reference to other environmental conditions by taking into account the actual field engineering material variables such as concrete cover depth, relative humidity, water-cement ratio and chloride content. From the experiment results it was verified that the half-cell potential values for reinforced concrete specimens submerged underwater are not the true representative of corrosion rate and need to be re-calibrated in the light of experiment results obtained in this research. For this purpose, detailed bench mark testing has been conducted in this paper involving a variety of material and environmental variables. This will provide basis for the future calibration of underwater half-cell potential values of corroding steel in chloride contaminated concrete in a variety of material and environmental variables for which the previous research data is limited.
机译:与其他各种相对湿度条件相比,本文旨在详细研究淹没式钢筋混凝土结构中氯化物引起的腐蚀潜能。在四种不同环境工程条件下(空气干燥,浸没,相对湿度95%和交替湿润干燥),使用具有不同混凝土材料成分的腐蚀池,通过参考其他环境条件,在对比研究中探索了水下半池的腐蚀潜力考虑到实际的现场工程材料变量,例如混凝土覆盖层深度,相对湿度,水灰比和氯化物含量。从实验结果证明,浸没在水下的钢筋混凝土标本的半电池电势值不是腐蚀速率的真实代表,需要根据本研究获得的实验结果进行重新校准。为此,本文进行了详细的基准测试,涉及各种材料和环境变量。这将为将来在受先前研究数据限制的各种材料和环境变量中校准受氯污染的混凝土中腐蚀的钢的水下半电池电势值提供依据。

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