Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Investigation on the temperature distribution characteristics of steel slag asphalt mixture under different microwave heating and cooling methods
https://orcid.org/0000-0001-7461-9226
Abstract The utilization of steel slag aggregate (SSA) can enhance the microwave absorption efficiency of asphalt mixture, thus increasing its temperature and self-healing capability. In this study, the temperature distribution of basalt porous asphalt concrete (PAC-B), ordinary steel slag porous asphalt concrete (PAC-US), and modified steel slag porous asphalt concrete (PAC-MS) under the influence of different microwave heating and cooling methods were investigated through laboratory tests and numerical simulations. The heating methods including continuous heating, and two intermittent heating methods were used. Using the Monte Carlo method, three-dimensional mesoscopic numerical models were developed to simulate the microwave heating and cooling processes. The temperature of both the aggregates and asphalt mortar were analyzed, considering the influence of particle size on the aggregate temperature. The results revealed that the average inner heating rate of the three specimens is higher than the average surface heating rate. The average surface and inner heating rates of PAC-MS were higher than those of PAC-US and PAC-B. The average surface temperature and inner temperature during the heating process changed linearly, while nonlinear temperature variations were observed during the subsequent cooling phase. Increasing the number of cooling intervals during heating resulted in a more uniform temperature distribution within steel slag aggregate specimens. The results of numerical simulation indicated that the maximum temperature of aggregate was greater than that of asphalt mortar. During the cooling process, the highest temperature of the aggregate continuously decreased, whereas the lowest temperature initially increased before decreasing. The highest average volume temperature for various particle sizes was observed within the range of 4.75–9.5 mm. The laboratory test results were effectively validated by the numerical simulations.
Highlights Continuous heating and intermittent heating were used to analyze temperature distribution of steel slag asphalt mixture. Asphalt mixture temperature during cooling process was investigated through laboratory tests and numerical simulation. Meso-scale numerical models of asphalt mixture were used to analyze the temperature of aggregates and asphalt mortar.
Investigation on the temperature distribution characteristics of steel slag asphalt mixture under different microwave heating and cooling methods
https://orcid.org/0000-0001-7461-9226
Abstract The utilization of steel slag aggregate (SSA) can enhance the microwave absorption efficiency of asphalt mixture, thus increasing its temperature and self-healing capability. In this study, the temperature distribution of basalt porous asphalt concrete (PAC-B), ordinary steel slag porous asphalt concrete (PAC-US), and modified steel slag porous asphalt concrete (PAC-MS) under the influence of different microwave heating and cooling methods were investigated through laboratory tests and numerical simulations. The heating methods including continuous heating, and two intermittent heating methods were used. Using the Monte Carlo method, three-dimensional mesoscopic numerical models were developed to simulate the microwave heating and cooling processes. The temperature of both the aggregates and asphalt mortar were analyzed, considering the influence of particle size on the aggregate temperature. The results revealed that the average inner heating rate of the three specimens is higher than the average surface heating rate. The average surface and inner heating rates of PAC-MS were higher than those of PAC-US and PAC-B. The average surface temperature and inner temperature during the heating process changed linearly, while nonlinear temperature variations were observed during the subsequent cooling phase. Increasing the number of cooling intervals during heating resulted in a more uniform temperature distribution within steel slag aggregate specimens. The results of numerical simulation indicated that the maximum temperature of aggregate was greater than that of asphalt mortar. During the cooling process, the highest temperature of the aggregate continuously decreased, whereas the lowest temperature initially increased before decreasing. The highest average volume temperature for various particle sizes was observed within the range of 4.75–9.5 mm. The laboratory test results were effectively validated by the numerical simulations.
Highlights Continuous heating and intermittent heating were used to analyze temperature distribution of steel slag asphalt mixture. Asphalt mixture temperature during cooling process was investigated through laboratory tests and numerical simulation. Meso-scale numerical models of asphalt mixture were used to analyze the temperature of aggregates and asphalt mortar.
Investigation on the temperature distribution characteristics of steel slag asphalt mixture under different microwave heating and cooling methods
https://orcid.org/0000-0001-7461-9226
Abstract The utilization of steel slag aggregate (SSA) can enhance the microwave absorption efficiency of asphalt mixture, thus increasing its temperature and self-healing capability. In this study, the temperature distribution of basalt porous asphalt concrete (PAC-B), ordinary steel slag porous asphalt concrete (PAC-US), and modified steel slag porous asphalt concrete (PAC-MS) under the influence of different microwave heating and cooling methods were investigated through laboratory tests and numerical simulations. The heating methods including continuous heating, and two intermittent heating methods were used. Using the Monte Carlo method, three-dimensional mesoscopic numerical models were developed to simulate the microwave heating and cooling processes. The temperature of both the aggregates and asphalt mortar were analyzed, considering the influence of particle size on the aggregate temperature. The results revealed that the average inner heating rate of the three specimens is higher than the average surface heating rate. The average surface and inner heating rates of PAC-MS were higher than those of PAC-US and PAC-B. The average surface temperature and inner temperature during the heating process changed linearly, while nonlinear temperature variations were observed during the subsequent cooling phase. Increasing the number of cooling intervals during heating resulted in a more uniform temperature distribution within steel slag aggregate specimens. The results of numerical simulation indicated that the maximum temperature of aggregate was greater than that of asphalt mortar. During the cooling process, the highest temperature of the aggregate continuously decreased, whereas the lowest temperature initially increased before decreasing. The highest average volume temperature for various particle sizes was observed within the range of 4.75–9.5 mm. The laboratory test results were effectively validated by the numerical simulations.
Highlights Continuous heating and intermittent heating were used to analyze temperature distribution of steel slag asphalt mixture. Asphalt mixture temperature during cooling process was investigated through laboratory tests and numerical simulation. Meso-scale numerical models of asphalt mixture were used to analyze the temperature of aggregates and asphalt mortar.
Investigation on the temperature distribution characteristics of steel slag asphalt mixture under different microwave heating and cooling methods
Chen, Xueqin (Autor:in) / Wan, Baocai (Autor:in) / Wang, Yuhao (Autor:in) / Dong, Qiao (Autor:in)
25.03.2024
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Microwave Heating of Steel Slag Asphalt Mixture
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