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    Thermoregulation Performance and Mechanical Properties of Phase Change Asphalt Mortars

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 008::page 04024213-1
    Author:
    Chao Xing
    ,
    Guiping Zheng
    ,
    Lei Zhang
    ,
    Yiqiu Tan
    DOI: 10.1061/JMCEE7.MTENG-17807
    Publisher: American Society of Civil Engineers
    Abstract: This study investigated the effects of a diatomite/tetradecane composite shaped phase change material (CSPCM) on the mechanical properties and thermoregulation performance of styrene-butadiene-styrene (SBS)- and styrene-butadiene-styrene/crumb rubber (SBS/CR)-modified asphalt binders. The heat transfer and latent heat characteristics of phase change asphalt mortars (PCAMs) were analyzed using a thermal constant analyzer and differential scanning calorimeter. Furthermore, a thermoregulation test was devised to confirm the temperature-regulating characteristics of PCAMs. The rheological properties of PCAMs were analyzed using the dynamic mechanical analysis (DMA) method, and low-temperature fracture characteristics were evaluated using the single edge notched beam (SENB) test. The results indicated that the incorporation of CSPCM decreased the thermal conductivity and thermal diffusivity of SBS- and SBS/CR-modified asphalt binders but increased their specific heat capacity. CSPCM can be stably present in modified asphalt and still have good phase change properties in the phase change temperature range, as well as the temperature regulation effect of PCAMs is excellent. The melting enthalpy for the PCAMs was as high as 73.29  J/g. Compared to the modified asphalts, the heating time of the PCAMs increased by up to 34.1% as the dosage of CSPCM gradually increased. The incorporation of CSPCM enhanced the viscous components of modified asphalt binders, improved intermediate-temperature fatigue resistance and low-temperature fracture resistance, and reduced high-temperature permanent deformation resistance.
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      Thermoregulation Performance and Mechanical Properties of Phase Change Asphalt Mortars

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4299302
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    contributor authorChao Xing
    contributor authorGuiping Zheng
    contributor authorLei Zhang
    contributor authorYiqiu Tan
    date accessioned2024-12-24T10:38:50Z
    date available2024-12-24T10:38:50Z
    date copyright8/1/2024 12:00:00 AM
    date issued2024
    identifier otherJMCEE7.MTENG-17807.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299302
    description abstractThis study investigated the effects of a diatomite/tetradecane composite shaped phase change material (CSPCM) on the mechanical properties and thermoregulation performance of styrene-butadiene-styrene (SBS)- and styrene-butadiene-styrene/crumb rubber (SBS/CR)-modified asphalt binders. The heat transfer and latent heat characteristics of phase change asphalt mortars (PCAMs) were analyzed using a thermal constant analyzer and differential scanning calorimeter. Furthermore, a thermoregulation test was devised to confirm the temperature-regulating characteristics of PCAMs. The rheological properties of PCAMs were analyzed using the dynamic mechanical analysis (DMA) method, and low-temperature fracture characteristics were evaluated using the single edge notched beam (SENB) test. The results indicated that the incorporation of CSPCM decreased the thermal conductivity and thermal diffusivity of SBS- and SBS/CR-modified asphalt binders but increased their specific heat capacity. CSPCM can be stably present in modified asphalt and still have good phase change properties in the phase change temperature range, as well as the temperature regulation effect of PCAMs is excellent. The melting enthalpy for the PCAMs was as high as 73.29  J/g. Compared to the modified asphalts, the heating time of the PCAMs increased by up to 34.1% as the dosage of CSPCM gradually increased. The incorporation of CSPCM enhanced the viscous components of modified asphalt binders, improved intermediate-temperature fatigue resistance and low-temperature fracture resistance, and reduced high-temperature permanent deformation resistance.
    publisherAmerican Society of Civil Engineers
    titleThermoregulation Performance and Mechanical Properties of Phase Change Asphalt Mortars
    typeJournal Article
    journal volume36
    journal issue8
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-17807
    journal fristpage04024213-1
    journal lastpage04024213-12
    page12
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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