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Corrosion behavior of steel reinforcement in simulated concrete pore solutions with various pH and chloride contents

机译:用不同pH和氯化物含量模拟混凝土孔溶液钢筋腐蚀行为

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摘要

Corrosion of rebar in reinforced concrete is a major problem affecting the integrity and loading capacity of the structures. Usually concrete pore solution provides high alkaline environment to protect steel from corrosion. However, the ingress of chloride ions or carbon dioxide would reduce the alkalinity and destroy the stable oxide film which could accelerate the corrosion process of rebar. This study was aimed to evaluate the combined effect of pH and chloride contents on corrosion behavior of rebar using simulated concrete pore solutions. Weight-loss measurement were performed to obtain the corrosion rate. Meanwhile, explore the effect of carbonation and chloride contents to Half-cell potential value on mortar and concrete. Test results show that both pH and chloride content are significant factors influencing the corrosion behavior of rebar. Higher corrosion rate was found in the rebar immersed in the solutions with smaller pH and higher chloride content.
机译:钢筋在钢筋混凝土中的腐蚀是影响结构完整性和装载能力的主要问题。 通常混凝土孔隙溶液提供高碱性环境,以保护钢免受腐蚀。 然而,氯离子或二氧化碳的进入将减少碱度并破坏可以加速钢筋腐蚀过程的稳定氧化物膜。 该研究旨在评估pH和氯化物含量对钢筋腐蚀行为的综合作用,采用模拟混凝土孔溶液。 进行减肥测量以获得腐蚀速率。 同时,探讨碳化和氯化物含量对砂浆和混凝土的半电池势值的影响。 测试结果表明,pH和氯化物含量均为影响钢筋腐蚀行为的重要因素。 在具有较小pH和较高氯化物含量的溶液中浸入液体中较高的腐蚀速率。

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