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Analysis of the variability of chloride threshold values in the literature

机译:文献中氯阈值的变异性分析

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Efforts are being devoted in standards and construction codes in order to give rules and guidelines for designing durable structures. Also efforts are focused in developing the models in a more accurate approach to the calculation of the service life of concrete structures. Service life models consider that reinforced concrete exposed to chloride polluted environments initiate corrosion when a certain amount of chlorides arrives to the rebar surface. The so-called chloride threshold level is considered as an essential parameter for assessing the probability of reinforcement corrosion, and becomes one of the key parameters needed for service life prediction, being of interest to have testing methods and expressions to introduce in the models. Numerous studies have been carried out to establish a critical chloride level for the onset of corrosion, but a wide range of chloride threshold values has been suggested which makes not feasible to define a single value. Present paper includes the analysis of the variability of the chloride threshold values published in the literature. Data from mortar and concrete and from laboratory and field exposure are compiled and included in the analysis. The influence of the testing method used for determination and several variables are considered.
机译:为了制定耐用结构的设计规则和准则,人们正在致力于标准和建筑规范。此外,还致力于以更精确的方法开发模型来计算混凝土结构的使用寿命。使用寿命模型认为,暴露于氯化物污染环境的钢筋混凝土会在一定量的氯化物到达钢筋表面时引发腐蚀。所谓的氯化物阈值水平被认为是评估钢筋腐蚀可能性的基本参数,并成为预测使用寿命所需的关键参数之一,因此有兴趣在模型中引入测试方法和表达式。已经进行了许多研究来确定腐蚀开始的临界氯化物水平,但是已经提出了范围广泛的氯化物阈值,这对于定义一个单一值是不可行的。本论文包括对文献中发表的氯化物阈值变异性的分析。来自灰浆和混凝土的数据以及来自实验室和野外暴露的数据被汇总并包括在分析中。考虑用于确定的测试方法的影响和几个变量。

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