Phase Change Heat-induced Structure of Asphalt Pavement for Reducing the Pavement Temperature

被引:15
作者
Gong, Xing [1 ]
Liu, WeiDong [1 ,2 ]
Ying, Hong [1 ]
机构
[1] Guilin Univ Elect Technol, Sch Architecture & Transportat Engn, Jinji Rd 1, Guilin 541004, Peoples R China
[2] Guangxi Transportat Sci & Technol Grp CO LTD, Guangxi Key Lab Rd Struct & Mat, Gaoxin2 Rd 6, Nanning 530007, Peoples R China
基金
中国国家自然科学基金;
关键词
Road engineering; Composite shaped phase change materials; Asphalt pavement temperature; Heat induced; Finite element model; Rutting; PEG/SIO2; COMPOSITES; ENERGY; PERFORMANCE; MODELS; ROOF;
D O I
10.1007/s40996-021-00670-3
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Composite-shaped phase change materials (CS-PCMs) regulate temperature by storing and releasing heat energy during a phase transition. High/low thermal conductivity materials can change temperature by transferring/blocking heat. To cool the asphalt pavement, alleviate rutting damage, and improve the urban heat island effect, heat transfer models and rutting models were established based on the finite element software ABAQUS, and different CS-PCMs and thermally conductive materials were selected according to the different temperatures and heat flux densities of each surface layer. A phase change-heat-induced structure (PC-HIS) was designed through the combination of phase transition heat storage and heat induction, and a blank structure (BS), phase change structure (PCS) with only phase change added, and heat-induced structure (HIS) with only thermal conductivity added were set as the control group. The results of the heat transfer models showed that, compared with a BS, the maximum simulated temperatures of the PC-HIS, PCS, and HIS decreased by 3.7 celcius, 2.2 celcius, and 3.0 celcius, respectively. The downward heat conduction rates at 18 cm decreased by 9.2%, 4.8%, and 3.5%, which showed that the PC-HIS is more effective than other structures in reducing temperature and preventing downward heat. The simulation results agree well with the indoor irradiation test results. The rutting quantitative analysis results showed that the maximum rutting depths of the PC-HIS, PCS, and HIS were reduced by 53.5%, 44.2%, and 16.3%, respectively. The PC-HIS is expected to be used to cool the pavement and resist rutting.
引用
收藏
页码:1655 / 1668
页数:14
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