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Jan 13, 2011

Performance of Bridge Columns Subjected to Blast Loads. I: Experimental Program

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Publication: Journal of Bridge Engineering
Volume 16, Issue 6

Abstract

Statistical data from past terrorist attacks show that transportation infrastructure has been widely targeted, and a significant percentage of the attacks against transportation structures have been directed towards bridges. Recent threats to bridges in the United States validate this concern and have attracted the attention of the bridge engineering community. To address these concerns, the National Cooperative Highway Research Program sponsored a research project to investigate the response of critical bridge components subjected to blast loads. This paper includes a description of an experimental research program on ten different half-scale column designs in which the design parameters that have the greatest impact on the performance of blast-loaded bridge columns were evaluated. Interpretation of the test results and guidelines for the blast-resistant design of reinforced concrete bridge columns are provided in the companion paper written by the writers.

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Acknowledgments

The authors gratefully acknowledge the support of the National Cooperative Highway Research Program for providing the financial resources that made this project possible. The authors also wish to thank the Southwest Research Institute as well as Kirk Marchand and Aldo McKay of Protection Engineering Consultants for providing their time and significant effort in helping carry out the experimental research program described in this manuscript. In addition, the authors thank Wagdy Wassef and John Kulicki of Modjeski and Masters for their assistance in developing design guidelines based on the findings of the research program. The opinions expressed in this paper are solely those of the authors and they do not necessarily represent those of the sponsor.

References

AASHTO. (2007). LRFD bridge design specifications, 4th Ed., Washington, DC.
ASCE Task Committee on Blast Resistant Design. (1997). Design of blast resistant buildings in petrochemical facilities, Reston, VA.
Bae, S., and Bayrak, O. (2008). “Seismic performance of full-scale reinforced concrete columns.” ACI Struct. J., 105(2), 123–133.
Boyd, A., and Sullivan, J. P. (2000). “Emergency preparedness for transit terrorism.” TR News, 208, 12–17.
Carafano, J. J. (2007). “U.S. thwarts 19 terrorist attacks against America since 9/11.” The Heritage Foundation, Nov. 13. 〈http://www.heritage.org/Research/Reports/2007/11/US-Thwarts-19-Terrorist-Attacks-Against-America-Since-9-11〉 (Nov. 14, 2010).
Conrath, E. J., Krauthammer, T., Marchand, K. A., and Mlakar, P. F. (1999). Structural design for physical security: State of practice, ASCE, Reston, VA.
Dept. of Defense. (2002). Design and analysis of hardened structures to conventional weapons effects, Unified Facilities Criteria (UFC) 3-340-01, Washington, DC.
Dept. of Defense. (2008). Structures to resist the effects of accidental explosions, Unified Facilities Criteria (UFC) 3-340-02, Washington, DC.
Fujikura, S., and Bruneau, M. (2008). “Experimental and analytical investigation of blast performance of seismically resistant bridge piers.” Technical Rep. MCEER-08-0028, Buffalo, NY.
Jenkins, B. M. (1997). “Protecting public surface transportation and patrons from terrorist activities: Case studies of best security practices and a chronology of attacks.” MTI Rep. 97-4, Mineta Transportation Institute, San Jose, CA.
Jenkins, B. M., and Gersten, L. N. (2001). Protecting public surface transportation against terrorism and serious crime, Mineta Transportation Institute, San Jose, CA.
Krauthammer, T. (2008). Modern protective structures, CRC Press, Boca Raton, FL.
Mercury News Online (MNO). (2002). “Al-Qaida video of Golden Gate Bridge alleged.” 〈http://www.bayarea.com/mld/mercurynews/3677040.html〉 (Jul. 2, 2002).
Mlakar, P. E., Dusenberry, D. O., Harris, J. R., Haynes, G., Phan, L. T., and Sozen, M. A. (2003). The Pentagon building performance report, ASCE, Reston, VA.
MPR News. (2010). “Minneapolis bridge collapse.” 〈http://minnesota.publicradio.org/collections/special/2007/bridge_collapse/〉 (Nov. 14, 2010).
Ray, J. C., Armstrong, B. J., and Slawson, T. R. (2003). “Airblast environment beneath a bridge overpass.” Transp. Res. Rec., 1827, 63–68.
Texas Dept. of Transportation (TxDOT). (2001). “Bridge design manual.” 〈http://www.dot.state.tx.us/services/general_services/manuals.htm〉 (Aug. 10, 2006).
Texas Dept. of Transportation (TxDOT). (2009). “Substructure design information.” 〈http://www.txdot.gov/business/contractors_consultants/bridge/sub_design.htm〉 (Nov. 14, 2010).
Timelines. (2001). “Queen Isabella Causeway collapses.” 〈http://timelines.com/2001/9/15/queen-isabella-causeway-collapse&gt〉 (Nov. 14, 2010).
Wikipedia. (2010). “I-40 Bridge disaster.” 〈http://en.wikipedia.org/wiki/I-40_bridge_disaster〉 (Nov. 14, 2010).
Williams, D., et al. (2007). Blast-resistant highway bridges: Blast load characterization of bridge columns, ISIEMS, Orlando, FL.
Williams, G. D. (2009). “Analysis and response mechanisms of blast-loaded reinforced concrete columns.” Ph.D dissertation, Univ. of Texas, Austin, TX.
Williamson, E. B., et al. (2010). “Blast-resistant highway bridges: Design and detailing guidelines.” National Cooperative Highway Research Program (NCHRP) Rep. 645, Transportation Research Board of the National Academies, Washington, DC.
Winget, D., Marchand, K. A., and Williamson, E. B. (2004). “Analysis of blast loads on substructures.” Proc., Structures under Shock and Impact.
Winget, D. G., Marchand, K. A., and Williamson, E. B. (2005). “Analysis and design of critical bridges subjected to blast loads.” J. Bridge Eng., 131(8), 1243–1255.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 16Issue 6November 2011
Pages: 693 - 702

History

Received: Jul 25, 2010
Accepted: Jan 11, 2011
Published online: Jan 13, 2011
Published in print: Nov 1, 2011

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Authors

Affiliations

Eric B. Williamson, M.ASCE [email protected]
P.E.
Associate Professor, Dept. of Civil, Arch. & Env. Eng., Univ. of Texas at Austin, Austin, TX 78712 (corresponding author). E-mail: [email protected]
Oguzhan Bayrak, M.ASCE [email protected]
P.E.
Professor, Dept. of Civil, Arch. & Env. Eng., Univ. of Texas at Austin, Austin, TX 78712. E-mail: [email protected]
Carrie Davis, M.ASCE [email protected]
Associate Engineer, Protection Engineering Consultants, Dripping Springs, TX 78620. E-mail: [email protected]
G. Daniel Williams [email protected]
Postdoctoral Research Assistant, Dept. of Civil, Arch. & Env. Eng., Univ. of Texas at Austin, Austin, TX 78712. E-mail: [email protected]

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