Analysis by Differential Scanning Calorimetry of concrete modified with microencapsulated phase change materials

A. Eddhahak-Ouni, S. Drissi, J. Colin, J. Néji
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引用次数: 6

Abstract

In this work, a thermal experimental investigation by Differential Scanning Calorimetry (DSC) of a Portland cement concrete modified with microencapsulated phase change materials labeled “PCM-concrete” is presented. First, the DSC technique was used for the thermal characterization of the micro-PCMs considered in this study. Accordingly, several thermal properties were determined such as the melting and freezing temperatures, the specific heat capacity and the change phase enthalpies. After, concrete mixtures with different PCM amounts were manufactured in laboratory and then the compressive strength was measured. Then, the PCM-concrete thermal performance was studied by DSC. Also, artificial accelerated ageing was performed on the PCM concrete mixtures in order to investigate the PCM stability in the concrete. Next, the thermal properties of the artificial aged PCM-concrete were determined by DSC and compared with the non-aged PCM concrete properties. Finally, the microstructure of the PCM concrete mixtures was analyzed by Scanning Electronic Microscopy (SEM) to check the PCMs state after their incorporation in the concrete. The results highlighted an improvement of the specific heat capacity of the PCM-concrete with the addition of PCMs. A slight loss of the mechanical strength was noted. Also, the thermal storage of PCM-concrete mixtures after the artificial ageing was enhanced with comparison with the reference non-aged one.
微囊化相变材料改性混凝土的差示扫描量热分析
在这项工作中,用差示扫描量热法(DSC)研究了用微胶囊化相变材料修饰的波特兰水泥混凝土,标记为“pcm -混凝土”。首先,DSC技术用于本研究中考虑的微型pcms的热表征。据此,测定了材料的熔化温度、冻结温度、比热容和变相焓等热性能。然后在室内配制不同PCM掺量的混凝土混合料,并对其抗压强度进行测定。然后,采用DSC对pcm -混凝土的热性能进行了研究。为了研究PCM在混凝土中的稳定性,对PCM混凝土配合比进行了人工加速老化试验。其次,采用DSC法测定了人工老化PCM混凝土的热性能,并与未老化PCM混凝土的热性能进行了比较。最后,利用扫描电子显微镜(SEM)对PCM混凝土混合料的微观结构进行了分析,以检查PCM掺入混凝土后的状态。结果表明,加入pcm后,pcm混凝土的比热容有所改善。人们注意到机械强度略有下降。人工老化后的pcm -混凝土的储热性能比未老化的参考材料有所提高。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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