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    Performance of Cement Mortar with Inorganic Na2SO4·10H2O-Na2HPO4·12H2O Shape-Stabilization Phase Change Materials

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 004::page 04025059-1
    Author:
    Xiaonan Wang
    ,
    Wengui Li
    ,
    Yipu Guo
    ,
    Kejin Wang
    ,
    Yuhan Huang
    DOI: 10.1061/JMCEE7.MTENG-18641
    Publisher: American Society of Civil Engineers
    Abstract: Phase change material (PCM) is a strategic choice for storing energy and regulating the building temperature. It has been successfully integrated into cement-based materials, significantly affecting mechanical properties. The main feature of PCM is thermal mass control, given the sensitivity of the hydration process to temperature. In this study, multiple methods were applied to investigate the changes in cementitious mortar caused by the addition of PCM. Eutectic hydrated salt and expanded perlite (EP) were used to fabricate an inorganic shape-stabilized PCM composite known as EPC. The influence on hydration is directly reflected in internal temperature change, volume shrinkage, and mechanical properties. In addition, microcharacterization was used to reveal the underlying reasons. The EP-based mortar did not exhibit weaker mechanical properties but showed a higher volume shrinkage. The alkalinity of the PCM was not sufficient to trigger the activity of amorphous silica (SiO2) in the EP, and this difference was attributed to its physical properties. The EPC demonstrated remarkable temperature regulation during hydration, replacing the temperature peak with a plateau. The residual sodium sulphate decahydrate (Na2SO4·10H2O) on the surface of the EP promoted ettringite generation near the aggregate, contributing to a slight volume expansion in the early stage and a decrease in the cement–aggregate bond quality. This phenomenon significantly accounts for the strength loss in the PCM mortar. The heat flow during hydration was altered, resulting in lower peak temperatures and a lower final hydration level. In conclusion, not only is PCM incorporation critical, but the choice of PCM type is also crucial for concrete properties. Therefore, the selection of the PCM should consider its potential effect on hydration, placing a higher demand on leakage prevention.
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      Performance of Cement Mortar with Inorganic Na2SO4·10H2O-Na2HPO4·12H2O Shape-Stabilization Phase Change Materials

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    contributor authorXiaonan Wang
    contributor authorWengui Li
    contributor authorYipu Guo
    contributor authorKejin Wang
    contributor authorYuhan Huang
    date accessioned2025-04-20T10:37:36Z
    date available2025-04-20T10:37:36Z
    date copyright2/5/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-18641.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4305092
    description abstractPhase change material (PCM) is a strategic choice for storing energy and regulating the building temperature. It has been successfully integrated into cement-based materials, significantly affecting mechanical properties. The main feature of PCM is thermal mass control, given the sensitivity of the hydration process to temperature. In this study, multiple methods were applied to investigate the changes in cementitious mortar caused by the addition of PCM. Eutectic hydrated salt and expanded perlite (EP) were used to fabricate an inorganic shape-stabilized PCM composite known as EPC. The influence on hydration is directly reflected in internal temperature change, volume shrinkage, and mechanical properties. In addition, microcharacterization was used to reveal the underlying reasons. The EP-based mortar did not exhibit weaker mechanical properties but showed a higher volume shrinkage. The alkalinity of the PCM was not sufficient to trigger the activity of amorphous silica (SiO2) in the EP, and this difference was attributed to its physical properties. The EPC demonstrated remarkable temperature regulation during hydration, replacing the temperature peak with a plateau. The residual sodium sulphate decahydrate (Na2SO4·10H2O) on the surface of the EP promoted ettringite generation near the aggregate, contributing to a slight volume expansion in the early stage and a decrease in the cement–aggregate bond quality. This phenomenon significantly accounts for the strength loss in the PCM mortar. The heat flow during hydration was altered, resulting in lower peak temperatures and a lower final hydration level. In conclusion, not only is PCM incorporation critical, but the choice of PCM type is also crucial for concrete properties. Therefore, the selection of the PCM should consider its potential effect on hydration, placing a higher demand on leakage prevention.
    publisherAmerican Society of Civil Engineers
    titlePerformance of Cement Mortar with Inorganic Na2SO4·10H2O-Na2HPO4·12H2O Shape-Stabilization Phase Change Materials
    typeJournal Article
    journal volume37
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18641
    journal fristpage04025059-1
    journal lastpage04025059-14
    page14
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 004
    contenttypeFulltext
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