陈雪琴, 万保才, 王宇豪, 董侨, 姚辉. 基于三维随机集料的钢渣沥青混合料微波加热和冷却过程温度模拟[J]. 北京工业大学学报, 2024, 50(4): 466-477. DOI: 10.11936/bjutxb2023050037
    引用本文: 陈雪琴, 万保才, 王宇豪, 董侨, 姚辉. 基于三维随机集料的钢渣沥青混合料微波加热和冷却过程温度模拟[J]. 北京工业大学学报, 2024, 50(4): 466-477. DOI: 10.11936/bjutxb2023050037
    CHEN Xueqin, WAN Baocai, WANG Yuhao, DONG Qiao, YAO Hui. Temperature Simulation of Steel Slag Asphalt Mixture During Microwave Heating and Cooling Processes Based on Three-dimensional Random Aggregates[J]. Journal of Beijing University of Technology, 2024, 50(4): 466-477. DOI: 10.11936/bjutxb2023050037
    Citation: CHEN Xueqin, WAN Baocai, WANG Yuhao, DONG Qiao, YAO Hui. Temperature Simulation of Steel Slag Asphalt Mixture During Microwave Heating and Cooling Processes Based on Three-dimensional Random Aggregates[J]. Journal of Beijing University of Technology, 2024, 50(4): 466-477. DOI: 10.11936/bjutxb2023050037

    基于三维随机集料的钢渣沥青混合料微波加热和冷却过程温度模拟

    Temperature Simulation of Steel Slag Asphalt Mixture During Microwave Heating and Cooling Processes Based on Three-dimensional Random Aggregates

    • 摘要: 为研究钢渣透水沥青混合料在微波加热和冷却过程中的温度分布以及不同材料之间的传热机理,采用钢渣集料部分替换玄武岩粗集料(4.75~9.50 mm、9.50~13.20 mm),基于三维随机集料构建沥青混合料试件的细观模型,分别模拟了普通玄武岩集料试件(PAC-B)、普通钢渣粗集料试件(PAC-US)及改性钢渣粗集料试件(PAC-MS)3种沥青混合料在连续微波加热和冷却过程的温度分布,并将数值模拟结果与室内试验相互验证。结果表明:无论是加热过程还是冷却过程,沥青砂浆的表面温度分布区域与集料表面温度分布区域均一致,且集料表面的最高温度要大于沥青砂浆的表面最高温度,说明集料吸波能力强于沥青砂浆。在冷却过程中,集料向沥青砂浆传导热量,二者之间温差不断减小。对于同一种试件,集料(2.36~4.75 mm、4.75~9.50 mm、9.50~13.20 mm)粒径在4.75~9.50 mm范围内的体积平均温度最高。加热和冷却过程中,2种钢渣集料试件PAC-US、PAC-MS温度均高于PAC-B。将非均质数值模拟结果与室内试验结果对比,二者吻合度较好,用非均质模型模拟微波加热与冷却过程温度具有可行性。

       

      Abstract: To study the temperature distribution of steel slag porous asphalt mixture during the microwave heating and cooling processes and the heat transfer mechanism between different materials, steel slag aggregate is used to partially replace basalt coarse aggregate (4.75-9.50 mm, and 9.50-13.20 mm) in this study. The meso-scale models of asphalt mixture specimens based on three-dimensional random aggregate were built to simulate the temperature distribution of three asphalt mixtures including the conventional basalt aggregate specimens (PAC-B), un-modified steel slag aggregate specimen (PAC-US), and modified steel slag aggregate specimen (PAC-MS). The numerical simulation results were mutually verified with results of laboratory tests. Results show that the surface temperature distribution area of asphalt mortar is consistent with the aggregate surface temperature distribution area in both the heating and cooling processes, and the maximum temperature of aggregate surface is greater than that of asphalt mortar, indicating that the aggregate has a stronger wave absorption ability than asphalt mortar. During the cooling process, the aggregate can transfer heat to the asphalt mortar, and the temperature difference between them continuously decreases. For the same specimen, among the volume average temperature of aggregates (2.36-4.75 mm, 4.75-9.50 mm, and 9.50-13.20 mm), the temperature of 4.75-9.50 mm is the highest. The temperatures of PAC-US and PAC-MS are higher than those of PAC-B. The comparison between the results of heterogeneous numerical simulation and laboratory test shows a good agreement, indicating the feasibility of using heterogeneous models to simulate the temperature of microwave heating and cooling processes.

       

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