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Phase Change Heat-induced Structure of Asphalt Pavement for Reducing the Pavement Temperature
Iranian Journal of Science and Technology, Transactions of Civil Engineering ( IF 1.7 ) Pub Date : 2021-06-12 , DOI: 10.1007/s40996-021-00670-3
Xing Gong , WeiDong Liu , Hong Ying

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 ℃, 2.2 ℃, and 3.0 ℃, 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.



中文翻译:

沥青路面相变热致结构降低路面温度

复合形状相变材料 (CS-PCM) 通过在相变过程中储存和释放热能来调节温度。高/低导热率材料可以通过传递/阻挡热量来改变温度。为冷却沥青路面,减轻车辙损伤,改善城市热岛效应,基于有限元软件ABAQUS建立传热模型和车辙模型,并根据不同温度选择不同的CS-PCMs和导热材料。和每个表面层的热通量密度。通过相变储热和热感应相结合设计了相变热诱导结构(PC-HIS),以及空白结构(BS),仅添加相变的相变结构(PCS),和仅添加导热性的热诱导结构(HIS)被设置为对照组。传热模型结果表明,与BS相比,PC-HIS、PCS和HIS的最高模拟温度分别降低了3.7 ℃、2.2 ℃和3.0 ℃。18 cm处向下导热率分别下降了9.2%、4.8%和3.5%,表明PC-HIS在降温和防止向下热量方面比其他结构更有效。模拟结果与室内辐照试验结果吻合较好。车辙定量分析结果表明,PC-HIS、PCS和HIS的最大车辙深度分别降低了53.5%、44.2%和16.3%。PC-HIS 有望用于冷却路面和防止车辙。传热模型结果表明,与BS相比,PC-HIS、PCS和HIS的最高模拟温度分别降低了3.7 ℃、2.2 ℃和3.0 ℃。18 cm处向下导热率分别下降了9.2%、4.8%和3.5%,表明PC-HIS在降温和防止向下热量方面比其他结构更有效。模拟结果与室内辐照试验结果吻合较好。车辙定量分析结果表明,PC-HIS、PCS和HIS的最大车辙深度分别降低了53.5%、44.2%和16.3%。PC-HIS 有望用于冷却路面和防止车辙。传热模型结果表明,与BS相比,PC-HIS、PCS和HIS的最高模拟温度分别降低了3.7 ℃、2.2 ℃和3.0 ℃。18 cm处向下导热率分别下降了9.2%、4.8%和3.5%,表明PC-HIS在降温和防止向下热量方面比其他结构更有效。模拟结果与室内辐照试验结果吻合较好。车辙定量分析结果表明,PC-HIS、PCS和HIS的最大车辙深度分别降低了53.5%、44.2%和16.3%。PC-HIS 有望用于冷却路面和防止车辙。分别为 2.2 ℃ 和 3.0 ℃。18 cm处向下导热率分别下降了9.2%、4.8%和3.5%,表明PC-HIS在降温和防止向下热量方面比其他结构更有效。模拟结果与室内辐照试验结果吻合较好。车辙定量分析结果表明,PC-HIS、PCS和HIS的最大车辙深度分别降低了53.5%、44.2%和16.3%。PC-HIS 有望用于冷却路面和防止车辙。分别为 2.2 ℃ 和 3.0 ℃。18 cm处向下导热率分别下降了9.2%、4.8%和3.5%,表明PC-HIS在降温和防止向下热量方面比其他结构更有效。模拟结果与室内辐照试验结果吻合较好。车辙定量分析结果表明,PC-HIS、PCS和HIS的最大车辙深度分别降低了53.5%、44.2%和16.3%。PC-HIS 有望用于冷却路面和防止车辙。车辙定量分析结果表明,PC-HIS、PCS和HIS的最大车辙深度分别降低了53.5%、44.2%和16.3%。PC-HIS 有望用于冷却路面和防止车辙。车辙定量分析结果表明,PC-HIS、PCS和HIS的最大车辙深度分别降低了53.5%、44.2%和16.3%。PC-HIS 有望用于冷却路面并防止车辙。

更新日期:2021-06-13
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