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Effect of water and chloride content on electrical resistivity in concrete

机译:水和氯含量含量对混凝土电阻率的影响

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摘要

The electrical resistivity of concrete can be related to two processes involved in corrosion of reinforcement: initiation (chloride penetration) and propagation (corrosion rate). The resistivity of concrete structure exposed to chloride indicates the risk of early corrosion damage, because a low resistivity is related to rapid chloride penetration and to high corrosion rate. Concrete resistivity is a geometry-independent material property that describes the electrical resistance, which is the ratio between applied voltage and resulting current in a unit cell. The purpose of this study is to examine and quantify the effect of chloride content on surface electrical resistivity measurement of concrete. It was obvious that chloride content had influenced the resistivity of concrete and the relationship showed a linear function. That is, concrete with chloride ions had a comparatively lower resistivity. Decreasing rate of resistivity of concrete was clear at early time, however, after 50 days resistivity was constant irrespective of chloride concentration. Conclusively, this paper suggested the quantitative solution to depict the electrical resistivity of concrete with chloride content.
机译:混凝土的电阻率可以与增强腐蚀的两种过程有关:引发(氯化物渗透)和传播(腐蚀速率)。暴露于氯化物的混凝土结构的电阻率表明早期腐蚀损伤的风险,因为低电阻率与快速氯化物渗透和高腐蚀速率有关。混凝土电阻率是一种独立于几何形状的材料特性,其描述了电阻,其是施加电压与单元电池中的电流之间的比率。本研究的目的是检查和量化氯化物含量对混凝土表面电阻率测量的影响。显而易见的是,氯化物含量影响了混凝土的电阻率,并且该关系显示了线性函数。也就是说,具有氯离子的混凝土具有相对较低的电阻率。在早期的时间内清楚混凝土电阻率降低,然而,在50天后,电阻率不断恒定,无论氯化物浓度如何恒定。结论,本文提出了用氯化物含量描绘混凝土电阻率的定量解决方案。

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