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Experimental Study and Mechanism on the Corrosion of Stressed Reinforcement Bars

机译:压力钢筋腐蚀的实验研究与机制

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In order to understand the influence of the tensile stress on the corrosion of reinforcement bars in civil engineering, the reinforcement bars specimens were put into the liquid corrosion tank made of hydrochloric acid and distilled water by applying the tension stress on the reinforcing frame to carry out rapid corrosion. The corrosion of reinforcement bars under different tension stresses was tested by using electrochemical polarization method. The metallographic examination of reinforcement bars was carried out through the section of reinforcement bars. The corrosion mechanism of the stressed reinforcement bar was tested and analyzed. It can be known from the experimental study: First in the same corrosion condition, the larger the tensile stress is, the faster the corrosion of steel bar will be; Second corrosion current density or corrosion rate are index for evaluating corrosion rate of reinforcement bars with different tensile stresses. Corrosion potential can not be used as an index for evaluating corrosion rate of reinforcement bars with different tensile stresses; Third intercrystalline corrosion occurs inside the reinforcement bar due to micro-defects after rolling and moulding, which directly affects the mechanical properties of reinforcement bar.
机译:为了了解拉伸应力对土木工程中加固杆腐蚀的影响,通过将加强框架上的张力应力施加张力胁迫来施加加固杆标本,将加强棒标本放入盐酸和蒸馏水中的液体腐蚀箱中进行快速腐蚀。通过使用电化学偏振法测试在不同张力应力下的增强杆的腐蚀。通过加强棒的截面进行加强棒的金相检查。测试并分析了应力增强棒的腐蚀机理。从实验研究中可以知道:首先在相同的腐蚀条件下,拉伸应力越大,钢棒的腐蚀越快;第二腐蚀电流密度或腐蚀速率是评估具有不同拉伸应力的加强杆的腐蚀速率的指标。腐蚀电位不能用作评估具有不同拉伸应力的加强杆腐蚀速率的指标;由于轧制和成型后的微缺陷,在加强杆内发生第三介质腐蚀,直接影响加强棒的机械性能。

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