Abstract

This paper uses numerical modeling to evaluate the ability of a geothermal bridge deck deicing system to mitigate concrete deterioration. A model of an experimental bridge deck with embedded heat exchanger tubing was created using COMSOL (version 5.6) Multiphysics software. The model accounts for heat transfer and structural behavior and was validated against temperature and strain data from physical experiments. Inlet fluid temperatures of 10°C and 50°C, reflecting average ground temperatures in Montana, were tested to evaluate the system's effect on deicing, frost action, and thermal stresses. A sensitivity analysis was also completed to investigate the influence of ambient temperature, inlet fluid temperature, and tube spacing in the efficiency of the geothermal deicing system. The results suggest that higher fluid temperatures and reduced pipe spacing improved the effectiveness for deicing and mitigating frost action and strain due to thermal movements, but also increased temperature gradients in the bridge deck. The deicing system shows promise in reducing some mechanisms of concrete deterioration, while staying within allowable limits for others. Numerical modeling provides insights into designing deicing systems to mitigate frost action and thermal stresses in bridge decks.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, or codes generated or used during the study are available upon reasonable request.

Acknowledgments

The authors would like to acknowledge the financial support for this project provided by the Montana Department of Transportation (MDT). The authors would also like to recognize and thank the MDT Research Section and the technical panel for their participation in this project.

References

AASHTO. 2021. AASHTO LRFD bridge design specifications, customary U.S. units. Washington, DC: AASHTO.
Balbay, A., and M. Esen. 2013. “Temperature distributions in pavement and bridge slabs heated by using vertical ground-source heat pump systems.” Acta Sci. Technol. 35 (4): 677–685.
Bowers, G. 2016. “Ground-source bridge deck deicing and integrated shallow geothermal energy harvesting systems.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Virginia Tech.
Brandl, H. 2016. “Geothermal geotechnics for urban undergrounds.” Procedia Eng. 165: 747–764. https://doi.org/10.1016/j.proeng.2016.11.773.
Brenner, B., M. Sanayei, E. Bell, P. Rosenstrauch, E. Pheifer, and W. Marr. 2011. “The influence of temperature changes on bridge structural behavior.” Accessed September 14, 2023. https://www.geocomp.com/files/papers/TheInfluenceofTemperatureChangesonBridgeStructuralBehavior_WEB.pdf.
COMSOL. 2017. COMSOL MultiphysicsTM version 5.3: Pipe flow module user’s guide. Burlington, MA: COMSOL.
COMSOL. 2018a. COMSOL MultiphysicsTM version 5.4: Heat transfer module user’s guide. Burlington, MA: COMSOL.
COMSOL. 2018b. COMSOL MultiphysicsTM version 5.4: Structural mechanics module user’s guide. Burlington, MA: COMSOL.
Feng, J., and G. Yin. 2019. “Thermal analyses and responses of bridge deck hydronic snow melting system.” Adv. Civ. Eng. 2019 (1): 8172494.
Faizal, M., A. Bouazza, and R. M. Singh. 2016. “An experimental investigation of the influence of intermittent and continuous operating modes on the thermal behaviour of a full scale geothermal energy pile.” Geomech. Energy Environ. 8: 8–29. https://doi.org/10.1016/j.gete.2016.08.001.
Ghasemi-Fare, O., G. A. Bowers, C. A. Kramer, T. Y. Ozudogru, P. Basu, C. G. Olgun, T. Bulbul, and M. Sutman. 2015. A feasibility study of bridge deck deicing using geothermal energy. Rep. No. MAUTC-2013-02. Washington, DC: DOT.
Granata, R., and W. Hartt. 2009. Integrity of infrastructure materials and structures. Rep. No. FHWA-HRT-09-044. Washington, DC: DOT.
Hagedorn, R. 2016. “Impact of extreme summer temperatures on bridge structures.” Ph.D. thesis. Dept. of Civil Engineering, Univ. of Arkansas.
Imbsen, R., D. Vandershaf, R. Schamber, and R. Nutt. 1985. Thermal effects in concrete bridge superstructures. Rep. No. 276. Washington, DC: Transportation Research Board.
Jackson, F. 1944. “Concretes containing air-entraining agents.” ACI J. Proc. 40: 509–572. https://doi.org/10.14359/8671.
Johnson, J. 2005. “Concrete bridge deck behavior under thermal loads.” Master’s thesis, Dept. of Civil Engineering, Montana State Univ.
Kusuda, T., and P. R. Achenbach. 1965. “Earth temperature and thermal diffusivity at selected stations in the United States.” ASHRAE Trans. 1 (1): 61–76. https://doi.org/10.6028/NBS.RPT.8972.
Li, J., F. Wen, J. Chen, C. Yang, W. Du, L. Xu, and P. Li. 2023. “Experimental study of bridge expansion joint damage based on natural frequency.” Sensors 23 (14): 6437. https://doi.org/10.3390/s23146437.
Lima, A., and J. de Brito. 2015. “Road bridge expansion joints: Existing systems and most common defects.” In Advances in bridge maintenance, safety management, and life-cycle performance, set of book & CD-ROM, Edited by P. J. da Sousa Cruz, D. M. Frangopol and L. C. Canhoto Neves, 273–274. London: CRC Press.
Liu, X. 2005. “Development and experimental validation of simulation of hydronic snow melting systems for bridges.” Ph.D. thesis, School of Mechanical and Aerospace Engineering, Oklahoma State Univ.
McCartney J. S., M. Sánchez, and I. Tomac. 2016. “Energy geotechnics: Advances in subsurface energy recovery, storage, exchange, and waste management.” Comput. Geotech. 75:244–56. https://doi.org/10.1016/j.compgeo.2016.01.002.
Mohammadzadeh, A., F. Najafian Jazi, O. Ghasemi-Fare, and Z. Sun. 2023. “Analyzing the feasibility of using shallow geothermal energy to prohibit pavement thermal cracking: Field testing.” In Proc., Geo-Congress 2023: Soil Improvement, Geoenvironmental, and Sustainability, 603–611. Reston, VA: Geo-Institute of ASCE.
Nelson, T., L. Pham, P. Krauss, E. Wagner, E. Rahmani, and J. Dai. 2020. Bridge deck cracking consulting services. Rep. No. FHWA-MT-21-005/9696-700. Washington, DC: DOT.
Pourakbar, M., K. Plymesser, M. Khosravi, P. Gunyol, A. Phillips, T. Sen, and S. Perkins. 2021. A feasibility of road culvert/bridge deck deicing using geothermal energy. Rep. No. MAUTC-2013-02. Washington, DC: DOT.
Radolli, M., and R. Green. 1975. “Thermal stresses in concrete bridge superstructures under summer conditions.” In Proc., 54th Annual Meeting of the Transportation Research Board, 23–36. Fargo, North Dakota: NDSU Upper Great Plains Transportation Institute.
Tolegenova, A., G. Skripkiunas, L. Rishko, and K. Akmalaiuly. 2022. “Both plasticizing and air-entraining effect on cement-based material porosity and durability.” Materials (Basel) 15 (13): 4382. https://doi.org/10.3390/ma15134382.
Tunstall, L. E., M. T. Ley, and G. W. Scherer. 2021. “Air entraining admixtures: Mechanisms, evaluations, and interactions.” Cem. Concr. Res. 150: 106557. https://doi.org/10.1016/j.cemconres.2021.106557.
Turner, E., M. Khosravi, K. Matteson, K. Plymesser, L. McKittrick, and P. Toomani. 2024a. “Feasibility of a ground-source bridge deck deicing system to mitigate concrete deterioration from temperature fluctuation.” In Proc., Geo-Congress 2024: Geotechnical Site and Soil Characterization, 694–703. Reston, VA: Geo-Institute of ASCE.
Turner, E., M. Khosravi, K. Matteson, K. Plymesser, P. Toomani, and L. McKittrick. 2024b. “Application of geothermal bridge deck deicing systems to mitigate concrete deterioration from temperature fluctuation: Model scale experiments. J. Bridge Eng. 29 (8): 04024053.
Turner, E., K. Plymesser, M. Khosravi, K. Matteson, and G. McNamara. 2023. “Numerical simulation of a geothermal bridge deck deicing system for use in Montana.” In Proc., Geo-Congress 2023: Soil Improvement, Geoenvironmental, and Sustainability. Reston, VA: ASCE.
Yu, X., A. J. Puppala, and N. Zhang. 2017. Use of geothermal energy for deicing approach pavement slabs and bridge decks, phase 1. Rep. No. FHWA/TX-18/0-6872-1. Arlington, TX: University of Texas.
Yunovich, M., N. Thompson, and Y. Virmani. 2003. “Life cycle cost analysis for reinforced concrete bridge decks.” In Proc., CORROSION 2003. Richardson, TX: OnePetro.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 29Issue 10October 2024

History

Received: Jan 5, 2024
Accepted: May 31, 2024
Published online: Jul 25, 2024
Published in print: Oct 1, 2024
Discussion open until: Dec 25, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Ethan Turner, S.M.ASCE
Dept. of Civil Engineering, Montana State Univ., Bozeman, MT 59717.
Assistant Professor, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT 59717 (corresponding author). ORCID: https://orcid.org/0000-0002-2158-2973. Email: [email protected]
Pooria Toomani, S.M.ASCE
Ph.D. Candidate, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT 59717.
Assistant Professor, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT 59717. ORCID: https://orcid.org/0000-0001-9367-6867. Email: [email protected]
Kathryn Plymesser, Ph.D., P.E. [email protected]
Associate Professor, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT 59717. Email: [email protected]
Ladean McKittrick, Ph.D. [email protected]
Assistant Teaching Professor, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT 59717. Email: [email protected]
Jeff Jackson, P.E.
Geotechnical and Pavement Bureau, Montana Department of Transportation, Helena, MT 59620.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share