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Energy-efficient design of a carbon fiber-based self-heating concrete pavement system through finite element analysis

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Abstract

Electrically conductive concrete (ECON) heated pavement system (HPS) is a newly developed clean technology to reduce the use of polluting chemicals for removal of snow and ice. This technology requires further comprehensive studies for achieving an energy-efficient design. To construct an energy-efficient system, ECON HPS design includes determining the most appropriate configuration of electrodes embedded in the ECON layer. The spacing, shape and dimensions of these electrodes are important design factors impacting the thermal and energy performance of the system. While field tests are resource-intensive, the use of numerical modeling can complement such experimental tests to provide a better overall understanding of the technology’s behavior. In this paper, the thermal and energy performance of ECON HPS is investigated through considering various system configuration designs, with an experimentally validated finite element model. A performance index is defined for comparing both thermal and energy performance of the configurations to obtain an energy-efficient design. The results indicate that a configuration with six circular electrodes at 100 cm spacing exhibited the best performance index and the highest energy efficiency. Since a test section with higher performance index would be capable of achieving a higher average surface temperature for the same energy input, such a section would have higher efficiency compared to other sections evaluated. This analysis results in narrowing down the ECON HPS’s configuration design options before performing experimental tests.

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References

  • Abdualla H, Ceylan H, Kim S et al (2016) System requirements for electrically conductive concrete heated pavements. Transp Res Rec 2569:70–79

    Article  Google Scholar 

  • Abdualla H, Ceylan H, Kim S, et al (2018) Design and construction of the first full-scale electrically conductive concrete heated airport pavement system at a US Airport

  • Abdualla H, Gopalakrishnan K, Ceylan H, et al (2017) Development of a finite element model for electrically conductive concrete heated pavements. the 96th Annual meeting of Transportation Research Board, January 8–12, 2017, Washington, DC, pp 1–18

  • Amini K, Vosoughi P, Ceylan H, Taylor P (2019) Linking air-void system and mechanical properties to salt-scaling resistance of concrete containing slag cement. Cem Concr Compos 104:103364. https://doi.org/10.1016/j.cemconcomp.2019.103364

    Article  CAS  Google Scholar 

  • Anand P, Ceylan H, Gkritza KN, et al (2014) Establishing parameters for cost comparison of alternative airfield snow removal methodologies. The 2014 FAA Worldwide Airport Technology Transfer Conference, August 5-7, 2014, Galloway, New Jersey

  • ANSYS Inc. (2018) ANSYS®

  • ASHRAE (2007) International Climate Zone Definitions

  • ASHRAE (2009) Snow melting and freeze protection. In: ASHRAE handbook: fundamentals, 15th edn. American Society of Heating, Refrigerating and Air-Conditioning Engineers, Atlanta, GA

  • Fay L, Honarvarnazari M, Jungwirth S, et al (2015) Manual of environmental best practices for snow and ice control

  • Jiang W, Xiao J, Yuan D et al (2018) Design and experiment of thermoelectric asphalt pavements with power-generation and temperature-reduction functions. Energy Build 169:39–47. https://doi.org/10.1016/j.enbuild.2018.03.049

    Article  Google Scholar 

  • Kilkiş B, Kilkiş Ş (2016) New exergy metrics for energy, environment, and economy nexus and optimum design model for nearly-zero exergy airport (nZEXAP) systems. Energy 140:1–21. https://doi.org/10.1016/j.energy.2017.04.129

    Article  Google Scholar 

  • Liu TJC (2017) Numerical analysis of joule heating behaviour and residual compressive stress around crack tip under high electric load. Model Simul Eng 2017:1–9. https://doi.org/10.1155/2017/3012949

    Article  Google Scholar 

  • Malakooti A (2017) Investigation of concrete electrical resistivity as a performance based test. Utah State University

  • Malakooti A, Abdualla H, Sassani A, et al (2019) Effect of electrode geometry and size on heating performance of electrically conductive concrete (19–02535). In: Transportation Research Board (TRB) 99th Annual Meeting. Washington, D.C.

  • Malakooti A, Maguire M, Thomas RJ (2018) Evaluating electrical resistivity as a performance based test for utah bridge deck concrete (CAIT-UTC-NC35). Rutgers Univ Cent Adv Infrastruct Transp

  • Pan P, Wu S, Xiao F et al (2014) Conductive asphalt concrete: a review on structure design, performance, and practical applications. J Intell Mater Syst Struct 26:755–769. https://doi.org/10.1177/1045389X14530594

    Article  CAS  Google Scholar 

  • Sadati SMS, Cetin K, Ceylan H et al (2018) Energy and thermal performance evaluation of an automated snow and ice removal system at airports using numerical modeling and field measurements. Sustain Cities Soc 43:238–250. https://doi.org/10.1016/j.scs.2018.08.021

    Article  Google Scholar 

  • Sadati SMS, Cetin K, Ceylan H (2017) Numerical modeling of electrically conductive pavement systems. In: Congress on technical advancement 2017. ASCE, Duluth, MN, pp 1–10

  • Sassani A, Arabzadeh A, Ceylan H et al (2018) Carbon fiber-based electrically conductive concrete for salt-free deicing of pavements. J Clean Prod 203:799–809. https://doi.org/10.1016/j.jclepro.2018.08.315

    Article  CAS  Google Scholar 

  • Shamsaei M, Khafajeh R, Aghayan I (2019) Laboratory evaluation of the mechanical properties of roller compacted concrete pavement containing ceramic and coal waste powders. Clean Technol Environ Policy 21:707–716. https://doi.org/10.1007/s10098-018-1657-5

    Article  CAS  Google Scholar 

  • Tuan CY (2004) Concrete technology today: conductive concrete for bridge deck deicing. Nebraska Department of Roads

  • Voskamp IM, Van de Ven FHM (2015) Planning support system for climate adaptation: Composing effective sets of blue-green measures to reduce urban vulnerability to extreme weather events. Build Environ 83:159–167. https://doi.org/10.1016/j.buildenv.2014.07.018

    Article  Google Scholar 

  • Wu J, Liu J, Yang F (2015) Three-phase composite conductive concrete for pavement deicing. Constr Build Mater 75:129–135. https://doi.org/10.1016/j.conbuildmat.2014.11.004

    Article  Google Scholar 

  • Zhao Y, Liu X, Scarpas A et al (2011) Numerical analysis of integral pavement/soil-wall structures in soft soil. Finite Elem Anal Des 47:461–469. https://doi.org/10.1016/j.finel.2010.12.010

    Article  Google Scholar 

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Acknowledgements

The authors would like to thank the Iowa Department of Transportation (DOT) and the Iowa Highway Research Board (IHRB) for providing the matching funds for this research project which is sponsored by the Federal Aviation Administration (FAA). The authors would also like to thank the FAA Air Transportation Center of Excellence for the Partnership to Enhance General Aviation Safety, Accessibility and Sustainability (PEGASAS). The IHRB technical advisory committee (TAC) members from Iowa DOT and Iowa Counties, particularly Mr. Mike Harvey, Director of Iowa DOT’s Support Services Office Administrative Services Division, and Iowa DOT electricians, the FAA PEGASAS Technical Monitor for Heated Airport Pavements project, and Mr. Gary L. Mitchell of the American Concrete Pavement Association (ACPA) are gratefully acknowledged for their guidance, support, and direction throughout the research. The authors would like to express their sincere gratitude to other research team members from ISU’s Program for Sustainable Pavement Engineering and Research (PROSPER) at Institute for Transportation for their assistance with the laboratory and field investigations. Although the Iowa DOT and FAA have sponsored this study, they neither endorse nor reject the findings of this research. This paper does not constitute a standard, specification, or regulation.

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Correspondence to Kristen S. Cetin.

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Sadati, S.M.S., Cetin, K.S., Ceylan, H. et al. Energy-efficient design of a carbon fiber-based self-heating concrete pavement system through finite element analysis. Clean Techn Environ Policy 22, 1145–1155 (2020). https://doi.org/10.1007/s10098-020-01857-4

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  • DOI: https://doi.org/10.1007/s10098-020-01857-4

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