Performance evaluation of accelerated corrosion techniques using electrochemical measurements and acoustic emission parameters

Shilpa Patil, S. Goyal, B. Karkare
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引用次数: 7

Abstract

One of the major causes for deterioration of reinforced concrete (RC) structures is corrosion of steel reinforcement and subsequent cracking of concrete. The natural corrosion process is usually slow and takes a long time to initiate. Hence to enable corrosion and health monitoring of RC elements, the specimens are usually subjected to accelerated corrosion. This push for speed becomes a cause for problems such as difference in electrochemistry at the surface of steel rebar in concrete due to difference in various accelerated corrosion techniques as identified by some of the researchers in literature. The present experimental work investigates the effectiveness of three different accelerated corrosion techniques namely alternate drying - wetting process, admixed chloride diffusion method and impressed current technique based on electrochemical and acoustic emission measurements. From the research it was found that alternate drying - wetting process and impressed current technique are more suitable than admixed chloride diffusion method. Further, there was no prominenteffect of specific accelerated corrosion technique on AEmeasurements, indicating the suitability of this technique for structural health monitoring of RC structures under corrosion distress.
利用电化学测量和声发射参数评价加速腐蚀技术的性能
钢筋混凝土(RC)结构劣化的主要原因之一是钢筋的腐蚀和随后的混凝土开裂。自然腐蚀过程通常是缓慢的,需要很长时间才能开始。因此,为了对钢筋混凝土构件进行腐蚀和健康监测,通常对试件进行加速腐蚀。一些研究人员在文献中发现,由于各种加速腐蚀技术的不同,这种对速度的追求成为一些问题的原因,例如混凝土中钢筋表面的电化学差异。本实验研究了干湿交替法、混合氯化物扩散法和基于电化学和声发射测量的外加电流法三种不同的加速腐蚀技术的有效性。研究发现干湿交替法和外加电流法比混合氯化物扩散法更适用。此外,特定加速腐蚀技术对ameasurements的影响不明显,表明该技术适用于腐蚀破坏下RC结构的结构健康监测。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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