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Experimental Test of Chloride Penetration in Reinforced Concrete Subjected to Wetting and Drying Cycle

机译:潮湿混凝土对润湿干燥循环中氯化物渗透的实验试验

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Chloride ingress is one of the major causes of durability problems in reinforced concrete structures. This research focused to investigate the chloride penetration process through the concrete subjected to wetting and drying cycle. This research used 150 × 150 mm normal concrete prism sample with a 40 mm concrete cover. Three wetting and drying configurations used in this study to investigate the effect of wetting and drying period to the chloride penetration. The result indicated that the chloride concentration and penetration depth were highly influenced by the duration of wetting and drying. Based on the experimental result, concrete exposed to 5 hours drying and 3 hours wetting has the highest chloride concentration compared with the sample exposed to other wetting and drying configuration.
机译:氯化物入口是钢筋混凝土结构耐久性问题的主要原因之一。本研究专注于通过对润湿和干燥循环进行混凝土来研究氯化物渗透过程。该研究使用了150×150毫米的普通混凝土棱镜样品,​​具有40毫米的混凝土盖。本研究中使用的三种润湿和干燥配置,以研究润湿和干燥期对氯化物渗透的影响。结果表明,氯化物浓度和渗透深度受到润湿和干燥持续时间的高度影响。基于实验结果,与暴露于其他润湿和干燥构型的样品相比,暴露于5小时的混凝土和3小时的润湿性具有最高的氯化物浓度。

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