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Alternative methodology for linear polarization resistance assessment of reinforced concrete structure

机译:钢筋混凝土结构线性极化电阻评估的替代方法

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For reinforced concrete structures, several corrosion detection methods exist: concrete resistivity, half-cell potential or linear polarization resistance (LPR) measurement. The LPR value can be linked to the corrosion rate thanks the Stern-Geary equation if strong hypotheses are made. Existing commercial devices use a guard ring to canalize the current on specific steel rebar area and assume that the steel rebar is uniformly polarized. However, recent works reveal that the top part of the steel rebar, right under the counter electrode, is the most polarized point. The particular point is referred as the point of interest (PI). This works belongs to the DIAMOND project which aims to produce a new corrosion rate measurement device. Comsol? software was used to model the influence of concrete cover, resistivity and injected current on the current density at the PI. Moreover, a significant influence of the steel rebars diameter was also demonstrated. Two types of abacus are built. The first one links to polarization measured on the surface to the polarization on the rebar at the PI. The second links the ratio between the current density at the PI and the density of injected current to concrete cover and steel rebar diameter. The Stern-Geary equation can now be used at the PI without using the approximation of a uniformly polarized rebar. The corrosion state of reinforced concrete structure can be controlled more precisely. The methodology is then applied on two concrete slabs in which three metal bars are embedded at different concrete covers. The first slab is prepared with ordinary concrete while the second contain chloride to artificially activate the corrosion process. The results reveal that the rebars embedded on the first slab are not corroding (icorr ≤0.2 μΑ/cm2) while the second rebar are corroding (icorr&0.2 μΑ/cm2).
机译:对于钢筋混凝土结构,存在几种腐蚀检测方法:混凝土电阻率,半电池电位或线性极化电阻(LPR)测量。如果进行了强有力的假设,则可以通过Stern-Geary方程将LPR值与腐蚀速率相关联。现有的商用设备使用保护环将电流流过特定的钢筋区域,并假定钢筋是均匀极化的。但是,最近的工作表明,位于反电极下方的钢筋顶部是最极化的点。该特定点称为兴趣点(PI)。该工程属于DIAMOND项目,该项目旨在生产一种新的腐蚀速率测量设备。 Comsol?软件用于模拟混凝土覆盖率,电阻率和注入电流对PI处电流密度的影响。此外,还显示出对钢筋直径的显着影响。构建了两种类型的算盘。第一个与表面上测得的极化有关,与PI处的钢筋上的极化有关。第二个链接是PI处的电流密度与注入到混凝土保护层的电流密度和钢筋直径之间的比率。现在可以在PI上使用Stern-Geary方程,而无需使用均匀极化钢筋的近似值。可以更精确地控制钢筋混凝土结构的腐蚀状态。然后将该方法应用于两个混凝土板,其中三个金属条嵌入不同的混凝土覆盖层中。第一块板是用普通混凝土制成的,而第二块板则含有氯化物以人为地激活腐蚀过程。结果表明,嵌入在第一平板上的钢筋没有腐蚀(icorr≤0.2μA/ cm 2),而第二钢筋正在腐蚀(icorr>0.2μA/ cm 2)。

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