Technical Papers
Oct 10, 2011

Fire Impact and Passive Fire Protection of Infrastructure: State of the Art

Publication: Journal of Performance of Constructed Facilities
Volume 27, Issue 2

Abstract

Built infrastructure in the United States is generally susceptible to damage or collapse if subjected to severe fire conditions, such as those associated with the burning of a fully loaded gasoline tanker truck. Because of the importance and heavy use of transportation systems within the United States, it is critical that susceptibilities to fire damage are investigated and mitigated to reduce the potential for substantial life-safety and economic losses. The need for infrastructure fire protection is heightened by the frequency of collapse of infrastructure components (e.g., bridge superstructures) as part of severe fire incidents. However, fire protection of infrastructure remains a developing area. Presented in this paper is the state of the art in passive fire protection of transportation structures. More specifically, the impacts of high-intensity fires on existing infrastructure and commonly used structural materials are reviewed. Additionally, design standards that provide means of assessing fire safety levels for passively protected transportation structures are reviewed, and the capabilities of existing fire protection materials available for use in transportation structures are assessed. Given the diverse nature of transportation structures located within the United States, this paper is organized such that state-of-the-art fire safety aspects are emphasized for two major types of transportation systems, namely, tunnels and bridges.

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Acknowledgments

The authors wish to thank the National Institute for Hometown Security (the NIHS) under contract 2010-0222 and the Department of Homeland Security for providing the financial support that made this study possible.

References

Alves, A., Rodrigues, J. P., Barros, J. L., Lourenço, L. A., and Santos, S. (2008). “Behaviour of a fibre reinforced concrete tunnel segment submitted to fire.” Proc., lnt. Workshop on Fire Design of Concrete Structures: From Materials Modelling to Structural Performance, Univ. of Coimbra, Portugal, 421–436.
ASTM. (2001). “Standard test methods for determining effects of large hydrocarbon pool fires on structural members and assemblies.” E1529, West Conshohocken, PA.
Beard, A., and Carvel, R. (2005). The handbook of tunnel fire safety, Thomas Telford, London.
Bergmeister, K. (2008). “Real scale tunnel fire tests Virgl/Virgolo tunnel; Bozen/Bolzano, Italy.” Workpackage 6: Fire effects and tunnel performance: System response, D62, UPTUN, Gouda, Netherlands.
Boström, L., and Larsen, C. K. (2006). “Concrete for tunnel linings exposed to severe fire exposure.” Fire Technol., 42(4), 351–362.
Brekelmans, J., and Bosch, R. (2003). “Large scale tunnel fire test Runehamar.” Workpackage 2: Fire development and mitigation measures, D213, UPTUN, Gouda, Netherlands.
Chen, B., and Liu, J. (2004). “Residual strength of hybrid-fiber-reinforced high-strength concrete after exposure to high temperatures.” Cement Concr. Res., 34(6), 1065–1069.
Dunn, D. S., and Chowdhury, A. H. (2009). “Analysis of structural materials exposed to a severe fire environment.” Rep. NUREG/CR-6987, U.S. Nuclear Regulatory Commission, Washington, DC.
FEMA. (2002). World Trade Center building performance study: Data collection, preliminary observations, and recommendations, Federal Insurance and Mitigation Administration, Washington, DC.
Gamache, J. (2008). “Changes to NFPA 502: Standard for road tunnels, bridges and other limited-access highways, 2008 edition.” Fire Protect. Eng., 2nd Quarter. 〈http://magazine.sfpe.org/special-hazards/changes-nfpa-502-standard-road-tunnels-bridges-and-other-limited-access-highways-200
Haack, A. (2004). “Technical options for fireproof tunnel linings—Limits, advantages and disadvantages of the various solutions.” Proc., 1st Brazilian Congress on Tunnels and Underground Structures—Int. Seminar on South American Tunneling, São Paulo, Brazil, 1–6.
Ham, D. B., and Lockwood, S. (2002). National needs assessment for ensuring transportation infrastructure security, American Association of State Highway and Transportation Officials (AASHTO), Washington, DC.
Harik, I. E., Shaaban, A. M., Gesund, H., Valli, G. Y., and Wang, S. T. (1990). “United States bridge failures, 1951–1988.” J. Perform. Constr. Facil., 4(4), 272–277.
Hertz, K. D. (2003). “Limits of spalling of fire-exposed concrete.” Fire Saf. J., 38(2), 103–116.
Jansson, R., and Boström, L. (2010). “The influence of pressure in the pore system on fire spalling of concrete.” Fire Technol., 46(1), 217–230.
Kodur, V. K., Garlock, M. E., and Iwankiw, N. (2007). “National workshop on structures in fire: State-of-the-art, research and training needs.” Rep. CEE-RR – 2007/03, National Institute of Standards and Technology (NIST), U.S. Department of Commerce, East Lansing, MI.
Kodur, V. K., Gu, L., and Garlock, M. E. (2010). “Review and assessment of fire hazard in bridges.” Transportation Research Record 2172, Transportation Research Board, Washington, DC, 23–29.
Mather, P. (2006). “Passive fire protection.” Paint Coat. Ind., 22(9), 88. 〈http://www.pcimag.com/articles/passive-fire-protection
Mawhinney, J. R., and Trelles, J. (2010). “Performance testing of fire protection systems in tunnels: Integrating test data with CFD simulations.” Proc., Fourth Int. Symp. on Tunnel Safety and Security, A. Lönnermark and H. Ingason, eds., 297–309.
Naus, D. J. (2006). “The effect of elevated temperature on concrete materials and structures—a literature review.” U.S. Nuclear Regulatory Commission Rep. NUREG/CR-6900, Oak Ridge National Laboratory Rep. ORNL/TM-2005/553, U.S. Nuclear Regulatory Commission, Washington, DC.
National Fire Protection Association (NFPA). (1996). “English Channel tunnel.” Technical summary issued by Chief Fire Investigator Ed Comeau, Quincy, MA.
NFPA. (2011). “Standard for road tunnels, bridges, and other limited access highways: 2011 edition.” NFPA 502, Quincy, MA.
New York State Department of Transportation (NYSDOT). (2007). Traffic data report for New York State, NYSDOT Highway Data Services Bureau, Albany, NY.
Olst, D., and Bosch, R. (2003). “Protecting the Runehamar Tunnel in Norway with Promatect®-T against multiple fires, as part of the UPTUN research programme, PROMAT BV.” Proc., Int. Seminar on ‘Catastrophic Tunnel Fires’, Paper 9.
Payá-Zaforteza, I., and Garlock, M. E. (2010). “A 3D numerical analysis of a typical steel highway overpass bridge under a hydrocarbon fire.” Structures in Fire: Proc., Sixth Int. Conf., DEStech Publications, Lancaster, PA, 11–18.
Portland Cement Association (PCA). (1992). “Supplementary fireproofing of concrete systems with Albi clad coatings.” PCA Technical Bulletin #1201, Skokie, IL.
Richardson, A. (2008). “Polypropylene fibres within concrete with regard to heat induced spalling and reduction in compressive strength.” Northumbria Built Virtual Environ. Work. Pap. Ser., 1(2), 1–8.
Roberts, J. E., Kulicki, J. M., and Beranek, D. A. (2003). “Recommendations for bridge and tunnel security.” Rep. FHWA-IF-03-036, Federal Highway Administration, Washington, DC.
Sakumoto, Y., Nagata, J., Kodaira, A., and Saito, Y. (2001). “Durability evaluation of intumescent coating for steel frames.” J. Mater. Civ. Eng., 13(4), 274–281.
Transit Cooperative Research Program (TCRP). (2006). “Making transportation tunnels safe and secure.” TCRP Rep. 86, Washington, DC.
Upgrading Methods for Fire Safety in Existing Tunnels (UPTUN). (2008). “Design fire scenarios.” Workpackage 2: Fire development and mitigation measures, D215, Gouda, Netherlands.
Wardhana, K., and Hadipriono, F. C. (2003). “Analysis of recent bridge failures in the United States.” J. Perform. Constr. Facil., 17(3), 144–150.

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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 27Issue 2April 2013
Pages: 135 - 143

History

Received: Jun 20, 2011
Accepted: Oct 7, 2011
Published online: Oct 10, 2011
Published in print: Apr 1, 2013

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Authors

Affiliations

Michael T. Davidson, A.M.ASCE [email protected]
Research Professor, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506 (corresponding author). E-mail: [email protected]
Issam E. Harik, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506. E-mail: [email protected]
Douglas B. Davis, M.ASCE [email protected]
S.E.
Assistant Professor, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506. E-mail: [email protected]

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