Technical Papers
Jun 15, 2012

Experimental Study on Carbon Fiber Tape–Based Deicing Technology

Publication: Journal of Cold Regions Engineering
Volume 26, Issue 2

Abstract

In cold regions, snow and ice cause serious safety problems to the transportation system. South central Alaska, particularly Anchorage, is susceptible to a number of icing events resulting from frequent freeze/thaw cycles in the winter season. Traditionally, deicing has been accomplished by mechanical, chemical, and thermal methods. However, these methods cause problems such as damage to pavement, pollution in the environment, corrosion to vehicles and reinforcing steel in concrete, or being too expensive. A new type of roadway deicing system on the basis of commercially available carbon fiber tape is proposed. This paper presents the design of a deicing heating panel, the layout and construction of the test sidewalk, experimental results and analyses, and cost comparison with other deicing systems. Experimental results including system performance, deicing time, energy consumption, deicing cost, and temperature variation with time and location are presented. The sensitivity of the deicing cost to ambient air temperature, wind chill, and snow density is also analyzed. Finally, this system is compared with other deicing systems in annual operating cost, unit cost, power density, and installation cost. The cost comparison shows that the present deicing system demonstrates higher energy efficiency and lower installation cost among the systems compared and has great potential for applications in cold regions.

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Acknowledgments

This research was jointly supported by the Alaska University Transportation Center (AUTC Project #410014) and Facilities and Campus Service of University of Alaska Anchorage (UAA). The authors would like to thank Mr. Chris Turletes, Associate Vice Chancellor, Mr. Eric Lopez, Project Manager, and Mr. John Faunce, Director of Facilities Planning and Construction, all from UAA. Their support made it possible to carry out this experimental study. The partial support from the National Science Foundation (Award No. 0620897) is also acknowledged. The authors are thankful to Laboratory Technician Mr. Tony Mullin and graduate student Mr. Xiaoyu Zhang of the UAA School of Engineering for their assistance with the field experiment. The authors are grateful to the two anonymous reviewers for their detailed and constructive comments and suggestions.

References

Chang, C., Ho, M., Song, G., Mo, Y. L., and Li, H. (2009). “A feasibility study of self-heating concrete utilizing carbon nanofiber heating elements.” Smart Mater. Struct.SMSTER, 18
Cress, M. D. (1995). “Heated bridge deck construction and operation in Lincoln, Nebraska.” IABSE Symp., International Association for Bridge and Structural Engineering, San Francisco, 449–454.
Fay, L., Volkening, K., Gallaway, C., and Shi, X. (2008). “Performance and impacts of current deicing and anti-icing products: User perspective versus experimental data.” Proc., 87th Annual Meeting of Transportation Research Board, TRB, Washington, D.C., 08–1382.
Hassan, Y., Abd El Halim, A. O., Razaqpur, A. G., Bekheet, W., and Farha, M. H. (2002). “Effects of runway deicers on pavement materials and mixes: Comparison with road salt.” J. Transp. Eng.JTPEDI, 128(4), 385–391.
Henderson, D. J. (1963). “Experimental roadway heating project on a bridge approach.” Highway Res. Rec.HIRRAX, 111(14), 14–23.
Jones, P. H., Jeffrey, B. A., Watler, P. K., and Hutchon, H. (1992). “Environmental impact of roadsalting.” Chemical deicers and the environment, Lewis Publishers, Boca Raton, FL.
Kuemmel, D. E. (1994). “Managing roadway snow and ice control operations.” Transportation Research Record 207, No. NCHRP. Transportation Research Board, Washington, D.C.
Menzies, T. R. (1991). “National cost of damage to infrastructure from highway deicing.” Corrosion forms and control for infrastructure, ASTM STD 1137, Chaker, V., ed., ASTM, Philadelphia, 30–46.
Pan, T., He, X., and Shi, X. (2008). “Laboratory investigation of acetate-based deicing/anti-icing agents deteriorating airfield asphalt concrete.” J. Assoc. Asphalt Paving Technol. (AAPT)JAAPGG, 77, 773–793.
Pye, G., Myers, R., Arnott, M., Beaudoin, J., and Tumidajski, P. J. (2003).Conductive concrete compositions, U.S. Patent Number 6,503,318 B2.
Shi, X., Akin, M., Pan., T., Fay, L., Liu, Y., and Yang, Z. (2009a). “Deicer impacts on pavement materials: Introduction and recent developments.” Open Civ. Eng. J., 3, 16–27.
Shi, X., Fay, L., Peterson, M. M., Berry, M., and Mooney, M. (2011). “A FESEM/EDX investigation into how continuous deicer exposure affects the chemistry of portland cement concrete.” Constr. Build. Mater.CBUMEZ, 25(2), 957–966.
Shi, X., Fay, L., Yang, Z., Nguyen, T. A., and Liu, Y. (2009b). “Corrosion of deicers to metals in transportation infrastructure: Introduction and Recent developments.” Corrosion reviews, 27(1–2), 23–52.CORVE2
Tuan, C. Y. (2004). “Electrical resistance heating of conductive concrete containing steel fibers and shavings.” ACI Mater. J.JACIAX, 101(1), 65–71.
Tuan, C. Y. (2008). “Roca spur bridge: The implementation of an innovative deicing technology.” J. Cold Reg. Eng., 22(1), 1–15.JCRGEI
Tuan, C. Y., and Yehia, S. (2004). “Evaluation of electrically conductive concrete containing carbon products for deicing.” ACI Mater. J., 101(4), 287–293.AMAJEF
Williams, D., Williams, N., and Cao, Y. (2000). “Road salt contamination of ground water in major metropolitan area and development of a biological index to monitor its impact.” Water Res., 34(1), 127–138.WATRAG
Xie, P., and Beaudoin, J. J. (1995). “Electrically conductive concrete and its application in deicing.” Proc., 2nd CANMET/ACI Int. Symp.—Advances in Concrete Technology, SP-154, Malhotra, V. M., ed., ACI, Farmington Hills, MI., 399–417.
Xie, P., Gu, P., and Beaudonin, J. J. (1996). “Electrical percolation phenomena in cement composites containing conductive fibres.” J. Mater. Sci., 31(15), 4093–4097.JMTSAS
Yehia, S., and Tuan, C. (1999). “Conductive concrete overlay for bridge deck deicing.” ACI Materials J.AMAJEF, 96(3), 382–390.
Yehia, S. A., and Tuan, C. Y. (2000). “Thin conductive concrete overlay for bridge deck deicing and anti-icing.” Transportation Research Record 1698, Transportation Research Board, Washington, D.C., 45–53.
Yehia, S., Tuan, C., Ferdon, D., and Chen, B. (2000). “Conductive concrete overlay forbridge deck deicing: Mixture proportioning, optimization, and properties.” ACI Materials J.AMAJEF, 97(2), 172–181.
Zenewitz, J. A. (1977). “Survey of alternatives to the use of chlorides for highway deicing.” Rep. No.FHWA-RD-77-52, U. S. DOT, Federal Highway Administration, Offices of Research and Development, Washington, D.C.
Zhao, H., Wang, S., Wu, Z., and Che, G. (2010). “Concrete slab installed with carbon fiber heating wire for bridge deck deicing.” J. Transp. Eng., 136(6), 500–509.JTPEDI
Zhou, X., Yang, Z., Chang, C., and Song, G. (2011). “Numerical assessment of electric roadway deicing system utilizing emerging carbon nanofiber paper.” Accepted for publication in J. Cold Reg. Eng.JCRGEI

Information & Authors

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Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 26Issue 2June 2012
Pages: 55 - 70

History

Received: Jun 24, 2011
Accepted: Sep 15, 2011
Published online: Sep 17, 2011
Published in print: Jun 1, 2012
Published ahead of production: Jun 15, 2012

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Authors

Affiliations

Ting Yang
Graduate Student, School of Engineering, Univ. of Alaska, Anchorage, AK 99508.
Zhaohui Joey Yang, M.ASCE [email protected]
Assoc. Professor, School of Engineering, Univ. of Alaska, Anchorage, AK 99508 (corresponding author). E-mail: [email protected]
Mithun Singla
Graduate Student, Dept. of Mechanical Engineering, Univ. of Houston, Houston, TX 77204-4006.
Gangbing Song
Professor, Dept. of Mechanical Engineering, Univ. of Houston, Houston, TX 77204-4006.
Qiang Li, S.M.ASCE
Research Associate, School of Engineering, Univ. of Alaska, Anchorage, AK 99508.

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