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Microwave Reflection Properties of Mortar Possessing a Cyclically Ingressed Sodium Chloride Profile

机译:砂浆具有循环进入的氯化钠轮廓的微波反射特性

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Reinforced concrete structures account for a large percentage of the infrastructure in the United States and worldwide. The alkaline nature of concrete provides adequate protection from corrosion for reinforcing steel bars through a thin protective film tint forms at the steel/concrete interface. However, once aggressive chloride ions permeate inside concrete pores, they destroy this protective film. Subsequently, in the presence of moisture and oxygen the steel reinforcing bars corrode through an electrochemical process. Corrosion byproducts occupy a larger volume than concrete and result in adverse internal stresses that cause spatting and significant reduction in the structural integrity of the structure. Thus, nondestructive detection of chloride ions (for example free salt) in cement based structures is an important practical issue, in addition to testing the profile of salt ingress. Microwave nondestructive testing (NDT) techniques are well suited for testing properties of materials. To this end, several mortar samples were produced which subsequently were periodically exposed to sodium chloride solution and then dried in an oven. The exposure process was such that the samples obtained a profile of salt ingress along their lengths. The microwave reflection properties of these samples were measured at the S-band (2.6 to 3.95 GHz) using a short circuited rectangular waveguide sample holder. The effective reflection properties of these samples were then measured, indicating material changes after each soaking and drying cycle. Additionally, an electromagnetic model for simulating the measured reflection properties of these samples was also developed. Using this electromagnetic model along with a dielectric mixing formula, the measured reflection properties of these samples were simulated. The simulation and measured reflection property results were found to be in good agreement. Finally, using this approach the profile of salt ingress in the samples was obtained as well.
机译:钢筋混凝土结构在美国和全球范围内占基础设施的很大比例。混凝土的碱性特性通过在钢/混凝土界面处形成一层薄保护膜,为钢筋提供了足够的防腐蚀保护。但是,一旦侵蚀性氯离子渗透到混凝土孔中,它们就会破坏该保护膜。随后,在存在水分和氧气的情况下,钢筋通过电化学过程腐蚀。腐蚀副产物比混凝土占据更大的体积,并导致不利的内部应力,这些应力会引起裂口并显着降低结构的结构完整性。因此,除了测试盐进入的轮廓之外,水泥基结构中氯离子(例如游离盐)的无损检测是重要的实际问题。微波无损检测(NDT)技术非常适合于测试材料的性能。为此,生产了几种砂浆样品,随后将其定期暴露于氯化钠溶液中,然后在烘箱中干燥。暴露过程应使样品沿其长度方向获得盐分侵入的轮廓。使用短路矩形波导样品架在S波段(2.6至3.95 GHz)下测量这些样品的微波反射特性。然后测量这些样品的有效反射特性,表明每个浸泡和干燥周期后材料发生变化。此外,还开发了用于模拟这些样品的测量反射特性的电磁模型。使用该电磁模型以及介电混合公式,可以模拟这些样品的反射特性。模拟和实测反射特性结果吻合良好。最后,使用这种方法,还可以获得样品中盐分的分布。

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