Thermoregulation effect analysis of microencapsulated phase change thermoregulation agent for asphalt pavement

被引:18
|
作者
Tian, Yu-xiang [1 ,2 ]
Ma, Biao [1 ]
Li, Feng-wei [3 ]
Li, Ning [1 ]
Zhou, Xue-yan [4 ,5 ]
机构
[1] Changan Univ, Minist Educ, Key Lab Special Area Highway Engn, Xian 710064, Shaanxi, Peoples R China
[2] Michigan Technol Univ, Dept Civil & Environm Engn, Houghton, MI 49931 USA
[3] Shandong Prov Commun Planning & Design Inst, Jinan 250031, Shandong, Peoples R China
[4] Xian Univ Posts & Telecommun, Sch Modern Posts, Xian 710061, Shaanxi, Peoples R China
[5] Xian Univ Posts & Telecommun, Inst Posts, Xian 710061, Shaanxi, Peoples R China
基金
中国国家自然科学基金;
关键词
Road engineering; Micro-PCM; Outdoor cubic specimen; Latent heat accumulated temperature value; Latent heat thermoregulation index;
D O I
10.1016/j.conbuildmat.2019.05.184
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To analyze the latent heat thermoregulation effect of the microencapsulated phase change material (Micro-PCM) on the pavement asphalt mixture, 300 mm x 300 mm x 300 mm outdoor cubic specimen made up of asphalt mixture with the Micro-PCM was prepared. By arranging a sufficient number of temperature sensors inside the specimen, a real-time monitoring system was established to record the temperature variations of the specimen. Two indices, the latent heat accumulated temperature value (LHATV) and latent heat thermoregulation index (LHTI) were proposed to evaluate the latent heat thermoregulation performance of the Micro-PCM under heating and cooling processes. The results showed that the solar radiation and air flow conditions were the important factors affecting the latent heat effect of the Micro-PCM. The responses of the heat transfer process of the Micro-PCM varied at different locations inside the specimen, which caused a difference in the latent heat efficiency. Meanwhile, under the conditions where the ambient temperature changed rapidly, the phase change response inside the specimen would be relatively lagged, the process of latent heat storage was hindered, and the heat couldn't be completely converted to the latent form. It can be conclude that the excessive heating and cooling rates will affect the process of latent heat, the thermoregulation efficiency of the Micro-PCM can be maintained at a high level under the appropriate variable temperature conditions, a medium temperature range and time span. Under these conditions, the Micro-PCM can exert an effective latent heat thermoregulation function to asphalt mixture. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:139 / 150
页数:12
相关论文
共 50 条
  • [31] Effect of Asphalt Rejuvenating Agent on Rutting Properties of Aged Reclaimed Asphalt Pavement
    Sabhafer, Nassim
    Hossain, M.
    AIRFIELD AND HIGHWAY PAVEMENTS 2017: TESTING AND CHARACTERIZATION OF BOUND AND UNBOUND PAVEMENT MATERIALS, 2017, : 50 - 62
  • [32] Effect of Asphalt Rejuvenating Agent on Rutting and Creep Performance of Reclaimed Asphalt Pavement
    Sabhafer, Nassim
    Hossain, M.
    AIRFIELD AND HIGHWAY PAVEMENTS 2015: INNOVATIVE AND COST-EFFECTIVE PAVEMENTS FOR A SUSTAINABLE FUTURE, 2015, : 215 - 224
  • [33] Study on thermoregulation effect of phase transition temperature-adjusting boards
    Li, Jianli
    Xue, Ping
    Ding, Wenying
    Han, Jinmin
    Sun, Guolin
    Taiyangneng Xuebao/Acta Energiae Solaris Sinica, 2009, 30 (07): : 921 - 927
  • [34] Effects of aging on asphalt binders modified with microencapsulated phase change material
    Kakar, Muhammad Rafiq
    Refaa, Zakariaa
    Worlitschek, Joerg
    Stamatiou, Anastasia
    Partl, Manfred N.
    Bueno, Moises
    COMPOSITES PART B-ENGINEERING, 2019, 173
  • [35] Environmentally Tuning Asphalt Pavements Using Microencapsulated Phase Change Materials
    Montoya, Miguel A.
    Betancourt, Daniela
    Rahbar-Rastegar, Reyhaneh
    Youngblood, Jeffrey
    Martinez, Carlos
    Haddock, John E.
    TRANSPORTATION RESEARCH RECORD, 2022, 2676 (05) : 158 - 175
  • [36] Computational analysis of ice formation on asphalt pavement incorporating phase change material (PCM)
    Chen, Jiaqi
    Shan, Liangxian
    Yang, Yi
    INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2025, 26 (01)
  • [37] Analysis on Application Prospect of Shape-stabilized Phase Change Materials in Asphalt Pavement
    He, Lihong
    Li, Jingruo
    Zhu, Hongzhou
    ARCHITECTURE, BUILDING MATERIALS AND ENGINEERING MANAGEMENT, PTS 1-4, 2013, 357-360 : 1277 - 1281
  • [38] Preparation and Experimental Study of Phase Change Materials for Asphalt Pavement
    Huang, Zhuqiang
    Wei, Jianguo
    Fu, Qilin
    Zhou, Yuming
    Lei, Ming
    Pan, Zhilong
    Zhang, Xiangchao
    MATERIALS, 2023, 16 (17)
  • [39] Analysis of Rutting Change Rule on Asphalt Pavement Overlay
    Yao, Zhanyong
    Zhou, Lijian
    Shang, Qingsen
    Guo, Jianmin
    Wang, Na
    ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, PTS 1-6, 2012, 368-373 : 3131 - +
  • [40] Phase Change Heat-induced Structure of Asphalt Pavement for Reducing the Pavement Temperature
    Gong, Xing
    Liu, WeiDong
    Ying, Hong
    IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY-TRANSACTIONS OF CIVIL ENGINEERING, 2022, 46 (02) : 1655 - 1668