Journal of Applied Science and Engineering

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Yi Yang1This email address is being protected from spambots. You need JavaScript enabled to view it. and Canlong Wu2

1College of Civil Engineering, Jiangxi Science & Technology Normal University, Nanchang, China

2College of Big Data Science, Jiangxi Science & Technology Normal University, Nanchang, China


 

 

Received: July 6, 2023
Accepted: October 12, 2023
Publication Date: November 29, 2023

 Copyright The Author(s). This is an open access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are cited.


Download Citation: ||https://doi.org/10.6180/jase.202408_27(8).0014  


Snow melting and deicing of pavement has long been a subject that has attracted researchers from a diverse range of fields. In this paper, graphite modified asphalt concrete was used to melt snow and ice on pavement. The micromechanics theory of composites was used to establish the effective electrical conductivity model of graphite modified asphalt concrete. Flake graphite was used as the conductive phase. Considering the hexagonal inclusion of graphite particles, the Eshelby tensor was calculated. The modified self-consistent (MSC) model was based on the self-consistent theory and percolation theory considering the polygonal inclusion of Eshelby tensor. By comparison, the predicted values of the MSC model were in good agreement with the experimental values. The conductivity of graphite modified asphalt concrete was studied by the finite element (FE) simulation according to the prediction model. The predicted conductivity value of 0.13 S/m at 18Vol% of graphite volume fraction was applied to proceed the finite element analysis (FEA). The temperature field distribution and the ice-melting performance of graphite modified asphalt concrete were calculated by the influence of different input power, environment temperature and wind speed. Through analysis and research, the input power reaching between 600 W to 1000 W was more reasonable. Wind speed had a greater effect on ice melting time when the wind scale exceeded 3 scale at lower input power. The application of MSC model and FEA can play an important role in the design and application of deicing or snow melting systems.


Keywords: graphite modified asphalt concrete; effective electrical conductivity; micromechanics; the modified


  1. [1] S. Wu, L. Mo, Z. Shui, and Z. Chen, (2005) “Investigation of the conductivity of asphalt concrete containing conductive fillers" Carbon 43(7): 1358–1363. DOI: https: //doi.org/10.1016/j.carbon.2004.12.033.
  2. [2] S. Wu and L. M. andS.M. Liu, (2005) “The conductive mechanism of graphite modified asphalt-based concrete" Progress in Natural Sciences 15(4): 446–451.
  3. [3] P. Pan, S. Wu, and X. Hu, (2017) “Effect of freezingthawing and ageing on thermal characteristics and mechanical properties of conductive asphalt concrete" Construction & Building Materials 140: 239–247. DOI: 10.1016/j.conbuildmat.2017.02.135.
  4. [4] A. Shishegaran, F. Daneshpaioh, H. Taghavizade, and S. Mirvalad, (2020) “Developing conductive concrete containing wire rope and steel powder wastes for route deicing" Construction and Building Materials 232: 117184. DOI: 10.1016/j.conbuildmat.2019.117184.
  5. [5] A. Shishegaran, M. A. Naghsh, H. Taghavizade, M. H. Afsharmovahed, A. Shishegaran, and L. M. Babaei, (2021) “Sustainability evaluation of conductive concrete for pavement deicing: The case study of parkway bridge, Tehran, Iran" Arabian Journal for Science and Engineering 46: 4543–4562. DOI: 10.1007/s13369-020-05057-6.
  6. [6] R. Landauer, (1952) “The electrical resistance of binary metallic mixtures" Journal of Applied Physics 23(7): 779–784. DOI: 10.1063/1.1702301.
  7. [7] G. J. Weng, (1984) “Some elastic properties of reinforced solids, with special reference to isotropic ones containing spherical inclusions" International Journal of Engineering Science 7(22): 845–856. DOI: 10.1016/0020-7225(84)90033-8.
  8. [8] J. B. Helmut and N. Sergio, (2008) “Mori-Tanaka models for the thermal conductivity of composites with interfacial resistance and particle size distributions" Composites Science and Technology 68: 1181–1187. DOI: 10.1016/j.compscitech.2007.06.009.
  9. [9] J. Yu, T. E. Lacy Jr., and H. Toghiani, (2013) “Micromechanically-based effective thermal conductivity estimates for polymer nanocomposites" Composites: Part B 53: 267–273. DOI: 10.1016/j.compositesb.2013.04.055.
  10. [10] R. Xiang and D. S. Gary, (2013) “Computational micromechanics modeling of inherent piezoresistivity in carbon nanotube-polymer nanocomposites" Journal of Intelligent Material Systems and Structures 24(12): 1459–1483. DOI: 10.1177/1045389X12471442.
  11. [11] Y. Wang, G. J. Weng, and S. A. Meguid, (2014) “A continuum model with a percolation threshold and tunnelingassisted interfacial conductivity for carbon nanotubebased nanocomposites" Journal of Applied Physics 115: 193706. DOI: 10.1063/1.4878195.
  12. [12] Y. Wang, J. W. Shan, and G. J. Weng, (2015) “Percolation threshold and electrical conductivity of graphenebased nanocomposites with filler agglomeration and interfacial tunneling" Journal of Applied Physics 118: 065101. DOI: 10.1063/1.4928293.
  13. [13] X. D. Xia, Y. Wang, and Z. Zhong, (2016) “A theory of electrical conductivity, dielectric constant, and electromagnetic interference shielding for lightweight graphene composite foams" Journal of Applied Physics 120: 085102. DOI: 10.1063/1.4961401.
  14. [14] S. H. Jang, D. P. Hochstein, and S. Kawashima, (2017) “Experiments and micromechanical modeling of electrical conductivity of carbon nanotube/cement composites with moisture" Cement and Concrete Composites 77: 49–59. DOI: 10.1016/j.cemconcomp.2016.12.003.
  15. [15] W. N. Zou, Q. C. He, and M. J. Huang, (2010) “Eshelby’s problem of non-elliptical inclusions" Journal of the Mechanics and Physics of Solids 58(3): 346–372. DOI: 10.1016/j.jmps.2009.11.008.
  16. [16] W. N. Zou, Q. S. Zheng, and Q. C. He, (2011) “Solutions to Eshelby’s problems of non-elliptical thermal inclusions and cylindrical elastic inclusions of non-elliptical cross section" Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences 467: 607–626. DOI: 10.1098/rspa.2010.0271.
  17. [17] W. N. Zou and E. Pan, (2012) “Eshelby’s problem in an anisotropic multiferroic bimaterial plane" International Journal of Solids and Structures 49(13): 1685–1700. DOI: 10.1016/j.ijsolstr.2012.03.019.
  18. [18] M. Haghgooa, R. Ansari, and M. K. HassanzadehAghdam, (2020) “The effect of nanoparticle conglomeration on the overall conductivity of nanocomposites" International Journal of Engineering Science 157: 103392. DOI: 10.1016/j.ijengsci.2020.103392.
  19. [19] J. Jung, S. Lee, B. Ryu, and S. Ryu, (2019) “Investigation of effective thermoelectric properties of composite with interfacial resistance using micromechanicsbased homogenization" International Journal of Heat and Mass Transfer 144: 118620. DOI: 10.1016/j.ijheatmasstransfer.2019.118620.
  20. [20] J. Jung, W. Demeke, and S. Lee, (2021) “Micromechanics-based theoretical prediction for thermoelectric properties of anisotropic composites and porous media" International Journal of Thermal Sciences 165: 106918. DOI: 10.1016/j.ijthermalsci.2021.106918.
  21. [21] A. Shishegaran, M. R. Ghasemi, and H. Varaee, (2019) “Performance of a novel bent-up bars system not interacting with concrete" Frontiers of Structural and Civil Engineering 13: 1301–1315. DOI: 10.1007/s11709-019-0552-4.
  22. [22] A. Shishegaran, B. Karami, T. Rabczuk, A. Shishegaran, M. A. Naghsh, and K. M. Mohammad, (2020) “Performance of fixed beam without interacting bars" Frontiers of Structural and Civil Engineering 14: 1180–1195. DOI: 10.1007/s11709-020-0661-0.
  23. [23] Z. F. Hou, Z. Q. Li, and Z. Q. Tang, (2003) “Finite element analysis and design of electrically conductive concrete for roadway deicing or snow-melting system" ACI Materials Journal 100(6): 469–476. DOI: 10.14359/12953.
  24. [24] H. L. Quang, Q. C. He, and Q. S. Zheng, (2008) “Some general properties of Eshelby’s tensor fields in transport phenomena and anti-plane elasticity" International Journal of Solids & Structures 45: 3845–3857. DOI: 10.1016/j.ijsolstr.2007.10.030.
  25. [25] R. Carmona, R. Conet, and P. Delhaes, (1987) “Piezoresistivity of heterogeneous solids" Journal of Applied Physics 61(7): 2550–2557. DOI: 10.1063/1.337932.
  26. [26] A. Quivy, R. Deltour, and A. G. M. Jansen, (1989) “Transport phenomena in polymer-graphite composite materials" Physical Review B 39(2): 1026–1030. DOI: 10.1103/PhysRevB.39.1026.
  27. [27] J. R. Zhang and Z. Q. Liu, (2006) “A study on the convective heat transfer coefficient of concrete in a wind tunnel experiment" China Civil Engineering Journal 39(9): 39–42. DOI: 10.1177/1045389X12471442.
  28. [28] W. Y. Yang. Handbook of practical civil engineering. chinese. Beijing: People’s Traffic Press, 1985.


    



 

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