Dynamic effect of water penetration on steel corrosion in carbonated mortar: A neutron imaging, electrochemical, and modeling study

Zhidong Zhang , Pavel Trtik , Fangzhou Ren , Thilo Schmid , Christopher H. Dreimol , Ueli Angst
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引用次数: 7

Abstract

Carbonation may potentially lead to corrosion of steel bars in reinforced concrete. This concern presents a major barrier against the implementation of sustainable low-clinker cementitious materials in the design of reinforced concrete structures. Various studies have documented the relationship between different equilibrium moisture states in carbonated concrete and the corrosion rate of the embedded steel. However, limited attempts were focused on visually observing the dynamic (time-dependent) behavior of moisture penetration into concrete and the related corrosion state and rate. Moreover, there is a lack of data on the local moisture state in the cementitious matrix in the steel-concrete interfacial zone. In this study, liquid water uptake in carbonated mortar was in-situ and over time monitored by neutron imaging. The corrosion state of embedded steel was monitored by means of electrochemical measurements. This combined experiment revealed that the arrival of the waterfront at the steel surface led to a sharp decrease of the steel potential. The corrosion rate increased from negligibly low values (<1 µm/year) to about 31 µm/year within a couple of minutes. Based on the neutron images, it is concluded that the moisture ingress through the concrete cover is locally affected by the heterogeneity of projected (depth-averaged) porosity distribution, and that large obstacles such as entrapped air have an effect. These observations were further confirmed by numerical simulation results of water transport, which also showed that liquid water permeability of the studied carbonated mortar determined by the inverse analysis is much higher than reported values in the literature. Overall, this study highlights the importance of considering the dynamic and coupled corrosion and moisture transport behavior during the periods which active corrosion can occur in carbonated concrete exposed to cyclic wetting/drying conditions.

水渗透对碳化砂浆中钢腐蚀的动态影响:中子成像、电化学和模型研究
碳化可能潜在地导致钢筋混凝土中的钢筋腐蚀。这种担忧是在钢筋混凝土结构设计中实施可持续低熟料胶凝材料的主要障碍。各种研究记录了碳化混凝土中不同平衡水分状态与预埋钢腐蚀速率之间的关系。然而,有限的尝试集中在视觉上观察水分渗透到混凝土中的动态(时间依赖)行为以及相关的腐蚀状态和速率。此外,对钢-混凝土界面区胶凝基质局部水分状态的研究还比较缺乏。在这项研究中,液态水的吸收在碳化砂浆现场,并随着时间的推移监测中子成像。采用电化学测量方法对预埋钢的腐蚀状态进行了监测。该联合实验表明,滨水区在钢表面的到来导致了钢电位的急剧下降。在几分钟内,腐蚀速率从可忽略的低值(1 μ m/年)增加到约31 μ m/年。基于中子图像,得出了通过混凝土覆盖层的水分进入受到投射(深度平均)孔隙率分布的非均匀性的局部影响,以及空气夹持等大障碍物的影响。水输运数值模拟结果进一步证实了这些观察结果,也表明反分析所得的碳化砂浆的液态水渗透率远高于文献报道的数值。总的来说,这项研究强调了考虑动态和耦合腐蚀和水分传输行为的重要性,在暴露于循环干湿条件下的碳化混凝土中,活性腐蚀可能发生。
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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