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An Investigation on the Usability of Acceleration Test by Impressed Anodic Current for Evaluating Corrosion Behavior of Hot-Dip Galvanized Rebar in Concrete

机译:施加阳极电流加速试验评估混凝土热浸镀锌钢筋腐蚀性能的研究

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摘要

Hot-dip Galvanized rebar (hereafter, HDG rebar) has an anti-corrosion effect due to the sacrificial anodic reaction of zinc. Additionally, the zinc coating itself provides barrier protection for the steel substrate. Meanwhile, from one of the investigations on the field performance of HDG rebar in concrete, HDG rebar did not protect the substrate when the remaining zinc was under 50 µm. For the evaluation of this property over a short period of time, an acceleration test using impressed anodic current (hereafter, acceleration test) may be useful. This test impresses constant direct current into the rebar and can result in the intended quantitative extent of the anodic reaction. However, in using this test on HDG rebar, it was found that the high rate of applied current density could cause an unintended early end of the anti-corrosion effect of zinc, despite there being more than 50 µm of remaining zinc thickness. In this study, the usability of the acceleration test was investigated to determine if it is a suitable method for evaluating the anti-corrosion behavior of HDG rebar in concrete. As a test variable, a comparatively low rate of applied current density was used in the experiments. As a result, it was clarified that an effective corrosion protection of the substrate was made with an increase of the zinc corrosion amount. This anti-corrosion effect was similar to that known to exist in actual corrosion environments. This behavior was terminated when the concrete cracked, and the substrate became corroded. While the test condition in this study resulted in an early end of the anti-corrosion effect of zinc, a linear correlation was achieved between the applied current density and the remaining zinc thickness at the time that the anti-corrosion effect was terminated. It was found that lowering the applied current density resulted in a more suitable test condition. In conclusion, the acceleration test was found to be useful, although further experimental validation is necessary to confirm this finding.
机译:由于锌的牺牲阳极反应,热浸镀锌钢筋(以下简称HDG钢筋)具有防腐作用。另外,锌涂层本身为钢基材提供了屏障保护。同时,根据对HDG钢筋在混凝土中的现场性能的一项研究,当剩余的锌含量低于50 µm时,HDG钢筋无法保护基材。为了在短时间内评估该特性,使用外加阳极电流的加速测试(以下称为加速测试)可能会有用。该测试将恒定的直流电施加到钢筋中,并可能导致阳极反应达到预期的定量范围。但是,在HDG钢筋上使用此测试时,发现尽管剩余的锌厚度超过50 µm,但施加的高电流密度速率可能会导致锌的防腐蚀作用意外地提前结束。在这项研究中,对加速试验的可用性进行了研究,以确定它是否是评估HDG钢筋在混凝土中抗腐蚀性能的合适方法。作为测试变量,在实验中使用了较低的施加电流密度比率。结果表明,随着锌腐蚀量的增加,对基板进行了有效的腐蚀防护。这种防腐蚀作用类似于实际腐蚀环境中已知的防腐蚀作用。当混凝土破裂时,该行为终止,并且基材被腐蚀。尽管本研究中的测试条件导致锌的防腐作用尽早出现,但在终止防腐作用时,施加的电流密度与剩余锌厚度之间存在线性关系。发现降低施加的电流密度导致更合适的测试条件。总而言之,尽管需要进一步的实验验证来确认这一发现,但发现加速测试还是有用的。

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