1. Changchun FAW FAWAY Johnson Control Automotive Metal Components Co., Ltd,, Changchun Jilin 130033, China;
2. Guodian Nanjing Automation Co., Ltd., Nanjing Jiangsu, China;
3. School of Chemistry and Chemical Enginerring, Taiyuan University of Technology, Taiyuan Shanxi 030024, China
Numerical Simulation of a Road Deicing System Based on Resistor Network
LI Shang1, HAN Wen-bo2, YAO Ya-jun3, HAN Nian-chen3
1. Changchun FAW FAWAY Johnson Control Automotive Metal Components Co., Ltd,, Changchun Jilin 130033, China;
2. Guodian Nanjing Automation Co., Ltd., Nanjing Jiangsu, China;
3. School of Chemistry and Chemical Enginerring, Taiyuan University of Technology, Taiyuan Shanxi 030024, China
摘要This paper investigated the mechanism of resistor network for road deicing with finite element analysis. It also derived the differential equations and boundary conditions of a mathematical model during numerical analysis, applied load, achieved pavement and distribution temperatures, and observed the warming law within the structural layer at different power and environmental conditions. Furthermore, the temperature of the pavement and its structural layer under the same experimental conditions with finite element analysis. Furthermore, the connected ideas of the device were designed, and obtain the temperature of the pavement and theitsstructural layer under the same experimental conditions with the finite element analysis. Compare the were obtained.The experimental and numerical simulation results were in good agreement when compared. A certain degree of error analysis with numerical simulation and experimental processes was found. Thus, finite element analysis and ANSYS were suitable for simulating the resistor network process of deicing, which is an unsteady heat conduction process. Results showed that this simulation provides a new method and basis for guiding the resistor network for road deicing engineering design and temperature control. The application prospects of this approach are broad.
Abstract:This paper investigated the mechanism of resistor network for road deicing with finite element analysis. It also derived the differential equations and boundary conditions of a mathematical model during numerical analysis, applied load, achieved pavement and distribution temperatures, and observed the warming law within the structural layer at different power and environmental conditions. Furthermore, the temperature of the pavement and its structural layer under the same experimental conditions with finite element analysis. Furthermore, the connected ideas of the device were designed, and obtain the temperature of the pavement and theitsstructural layer under the same experimental conditions with the finite element analysis. Compare the were obtained.The experimental and numerical simulation results were in good agreement when compared. A certain degree of error analysis with numerical simulation and experimental processes was found. Thus, finite element analysis and ANSYS were suitable for simulating the resistor network process of deicing, which is an unsteady heat conduction process. Results showed that this simulation provides a new method and basis for guiding the resistor network for road deicing engineering design and temperature control. The application prospects of this approach are broad.
李赏, 韩文博, 姚亚军, 韩念琛. 电阻网用于路面融雪化冰系统数值模拟的研究[J]. Journal of Highway and Transportation Research and Development, 2017, 11(2): 44-51.
LI Shang, HAN Wen-bo, YAO Ya-jun, HAN Nian-chen. Numerical Simulation of a Road Deicing System Based on Resistor Network. Journal of Highway and Transportation Research and Development, 2017, 11(2): 44-51.
[1] FU Pei-xing. Research on Deicing and Melting Snow on Road Surface in Beijing[J]. Municipal Engineering Technology,2001,29(4):54-59. (in Chinese)
[2] LIU Hong-ying,HAO Pei-wen. Technology and Development Trend of Pavement Deicing[J]. Road Machinery & Construction Mechanization,2008,25(11):17-21. (in Chinese)
[3] WANG Hai-nian,HOU Zhong-jie,YANG Yu-jie,et al. Testing Method of Convective Heat Transfer for Permafrost Embankments[J]. Journal of Highway and Transportation Research and Development,2009,26(3):43-48.(in Chinese)
[4] WANG Da-peng,FU Zhi,YI Hong,et al. Numerical Simulation of Thermal Field of Roadbed under Cement Concrete Pavement in Permafrost Region[J]. Journal of Highway and Transportation Research and Development,2009, 26(1):45-50, 56.(in Chinese)
[5] QI Xiao-jie. Current Development and Discussion of Snow and Ice Clearing Technology on Roads and Highways[J]. Forestry Machinery & Wood Working Equipment,2004, 32(6):7-11.(in Chinese)
[6] DAI Lin-lin,ZHAO Xiao-ming. The Pollution of De-icing Agent and Control Measures[J]. Safety and Environmental Engineering, 2004, 11(4):29-31, 39. (in Chinese)
[7] FLINTSCH G W. Assessment of the Performance of Several Roadway Mixes under Rain,Snow and Winter Maintenance Activities, Final Contract Report VTRC 04-CRl8[R]. Virginia:Virginia Polytechnic Institute & State University,2004.
[8] GAO Qing, YU Ming, LIU Xiao-bing. Technique and Analysis of Snow-ice Melting System on Road by Thermal Energy Storage[J]. Highway, 2007, 5(5):170-174. (in Chinese)
[9] TUMIDAJSKI P J,XIE P,ARNOTT M,et al. Overlay Current in a Conductive Concrete Snow Melting System[J].Cement and Concrete Research, 2003, 33(11):1807-1809.
[10] QIN Jian, SUN Li-jun. Study on Asphalt Pavement Temperature Field Distribution Pattern[J]. Journal of Highway and Transportation Research and Development,2006,23(8):18-21.(in Chinese)
[11] YANG Shi-ming,TAO Wen-quan. Heat Transfer[M]. 4th ed. Beijing:Higher Education Press,2006(8):113-120.(in Chinese)
[12] ZHANG Hong-cai,HE Bo. Finite Element Analysis:ANSYS13.0 from Entry to Combat[M]. 1st ed. Beijing:China Machine Press, 2011:353-357. (in Chinese)
[13] WU Hai-qin. Research on Heating Cables for Road Deicing[D]. Beijing:Beijing University of Technology,2005. (in Chinese)
[14] RAMSEY J W,HEWETT M J. Updated Design Guidelines for Snow-melting Systems[J].Ashrae Transactions,1999,105(2):1055-1065.
[15] LI Yong-heng. Technological Innovation and Energy Exploration of Industrial Resistance Furnace[J]. Shanghai Energy Conservation,1994(4):10-13. (in Chinese)
[16] QZOGUZ S,TARIM N,ZEKI A. Realization of High-Q Band Pass Filters Using CCCⅡs[C]//Proceedings of 44th IEEE 2001 Midwest Symposium on Circuits and Systems. Dayton, OH:IEEE, 2001:134-137.
[17] DENG Hong-chao, MA Wen-xing, JING Bao-de. Technology of Removing Snow and Ice on Road and Its Developing Trend[J]. Construction Machinery and Equipment,2005(12):41-44. (in Chinese)
[1]
李宁, 马骉, 李瑞, 司伟. 基于PUMA的单级和多级加载模式下级配碎石性能研究[J]. Journal of Highway and Transportation Research and Development, 2019, 13(2): 1-12.
[2]
许海亮, 任合欢, 何兆才, 何炼. 车路耦合条件下沥青混凝土路面变形特性时域分析[J]. Journal of Highway and Transportation Research and Development, 2019, 13(2): 13-19.
[3]
杜健欢, 艾长发, 黄超, 郭玉金, 蒋运兵. 界面水对沥青复合小梁疲劳性能的影响试验[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 1-7.
[4]
姚国强, 言志信, 龙哲, 翟聚云. 基于岩质边坡相似材料的锚固界面剪应力分布规律研究[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 8-15.
[5]
刘泽, 何矾, 黄天棋, 蒋梅东. 车辆荷载在挡土墙上引起的附加土压力研究[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 16-23.
[6]
邱欣, 徐静娴, 陶钰强, 杨青. 路面结冰条件判别标准及SVM预测分析研究[J]. Journal of Highway and Transportation Research and Development, 2018, 12(4): 1-9.
[7]
高伟, 崔巍, 李秀凤. 半刚性基层表面抗冲刷性能试验与分析[J]. Journal of Highway and Transportation Research and Development, 2018, 12(4): 10-17.
[8]
张向东, 任昆. 煤渣改良土路基的动弹性模量及临界动应力试验研究[J]. Journal of Highway and Transportation Research and Development, 2018, 12(4): 25-32.
[9]
刘栋, 尚小亮, 杨西海. 垃圾焚烧炉渣中可溶盐对水泥稳定材料性能的影响[J]. Journal of Highway and Transportation Research and Development, 2018, 12(4): 18-24.
[10]
李龙海, 杨茹. 多次加铺的复合道面疲劳寿命分析[J]. Journal of Highway and Transportation Research and Development, 2018, 12(3): 7-15.
[11]
蔡旭, 李翔, 吴旷怀, 黄文柯. 基于旋转压实的水泥稳定再生集料设计方法研究[J]. Journal of Highway and Transportation Research and Development, 2018, 12(3): 1-6.
[12]
李金路, 冯子强, 吴佳杰, 魏姗姗, 葛智. 环境及疲劳荷载作用下碳纳米管水泥基复合材料压敏性能研究[J]. Journal of Highway and Transportation Research and Development, 2018, 12(3): 16-21.
[13]
田小革, 韩海峰, 李新伟, 吴栋, 魏东. 半刚性路面中双层半刚性基层的倒装效应[J]. Journal of Highway and Transportation Research and Development, 2018, 12(3): 22-27.
[14]
杨相如. 海底隧道衬砌混凝土高温后性能试验研究[J]. Journal of Highway and Transportation Research and Development, 2018, 12(3): 53-59.
[15]
邢磊, 雷柏龄, 陈忠达, 戴学臻. 彩色沥青路面胶凝材料的制备技术[J]. Journal of Highway and Transportation Research and Development, 2018, 12(2): 1-6.