Technical Papers
Feb 20, 2017

Quantifying Blast Effects on Constructed Facilities behind Blast Walls

Publication: Journal of Performance of Constructed Facilities
Volume 31, Issue 4

Abstract

Explosive attacks on constructed facilities are a significant threat worldwide, producing devastating consequences including loss of life, property damages, and economic losses. This paper presents the development a blast effects assessment model (BEAM) capable of efficiently quantifying and visualizing blast effects on constructed facilities behind blast walls. The model provides novel and unique capabilities that enable designers to: (1) efficiently predict the blast damage level on facilities for a wide range of feasible design alternatives of blast charge weight, blast wall type, building material, and facility location; (2) quantify the effectiveness of feasible frangible blast wall types in reducing blast loading on facilities; and (3) generate visualizations of the anticipated facility damage areas based upon the blast charge weight, blast wall type, and building material combinations. These distinctive capabilities enable designers to accurately and efficiently evaluate all feasible design alternatives in order to select an optimal design solution that minimizes the risks to site personnel and facilities from the threat of explosive attacks.

Get full access to this article

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

Acknowledgments

The authors would like to thank Mr. Gregory Doyle from the Defense Threat Reduction Agency Weapons Effects & Planning Tools Branch for the provision of the VAPO software used in this publication. They would also like to thank Mr. Doyle and the United States Army Engineer Research and Development Center Geotechnical and Structures Laboratory for their insightful comments and recommendations. The views expressed in this paper are those of the authors and do not reflect the official policy or position of the United States Air Force, Department of Defense, or the United States government.

References

ABAQUS version 6.5 [Computer software]. Hibbit, Karlsson & Sorensen, Inc., Pawtucket, RI.
Air3D. (2001). “A computational tool for airblast calculations.” An approach to the evaluation of blast loads on finite and semi-infinite structures, T. A. Rose, ed., Cranfield Univ., Shrivenham, U.K.
ASCE. (2011). “Blast protection of buildings.”, Reston, VA.
AUTODYN [Computer software]. ANSYS, Canonsburg, PA.
Bewick, B., Flood, I., and Chen, Z. (2011). “A neural-network model-based engineering tool for blast wall protection of structures.” Int. J. Protective Struct., 2(2), 159–176.
Beyer, M. E. (1986). “Blast loads behind vertical walls.” ⟨http://www.dtic.mil/cgi-bin/GetTRDoc?AD=ADP005331⟩ (Jan. 18, 2016).
Bogosian, D., Ferritto, J., and Shi, Y. (2002). “Measuring uncertainty and conservatism in simplified blast models.” 30th Explosives Safety Seminar, Atlanta.
Bogosian, D., and Piepenburg, D. (2002). “Effectiveness of frangible barriers for blast shielding.” Proc., 17th Int. Symp. on Military Aspects of Blast and Shock, Science Applications International Corporation, McLean, VA.
Britt, J. R., Ranta, D. E., and Ohrt, A. P. (1999). A user’s manual for the BLASTX code, version 4.1, United States Army Engineer Waterways Experiment Station, Vicksburg, MS.
Carper, K. (2011). “Design and construction for blast resistance.” J. Perform. Constr. Facil., 357–357.
Chapman, T. C., Rose, T. A., and Smith, P. D. (1995a). “Blast wave simulation using AUTODYN2D: A parametric study.” Int. J. Impact Eng., 16(5–6), 777–787.
Chapman, T. C., Rose, T. A., and Smith, P. D. (1995b). “Reflected blast wave resultants behind cantilever walls: A new prediction technique.” Int. J. Impact Eng., 16(3), 397–403.
Chen, L., Zhang, L., Fang, Q., and Mao, Y. (2015). “Performance based investigation on the construction of anti-blast water wall.” Int. J. Impact Eng., 81, 17–33.
Crepeau, J. (1998). SHAMRC second-order hydrodynamic automatic mesh refinement code: User’s manual, Vol. 2, Applied Research Associates, Inc., Albuquerque, NM.
Dillon, R. L., Liebe, R. M., and Bestafka, T. (2009). “Risk-based decision making for terrorism applications.” Risk Anal., 29(3), 321–335.
DoD (Department of Defense). (2002). “Design and analysis of hardened structures to conventional weapons effects.”, Washington, DC.
DoD (Department of Defense). (2008a). “DoD security engineering facilities planning manual.”, Washington, DC.
DoD (Department of Defense). (2008b). “Structures to resist the effects of accidental explosions.”, Washington, DC.
DoD (Department of Defense). (2012). “DoD minimum antiterrorism standards for buildings.”, Washington, DC.
FEMA. (2011). “Reference manual to mitigate potential terrorist attacks against buildings.”, Washington, DC.
Gillies, S. (2013). “The Shapely user manual.” ⟨http://toblerity.org/shapely/manual.html⟩ (Dec. 8, 2015).
Goel, M. D., and Matsagar, V. (2014). “Blast-resistant design of structures.” Pract. Period. Struct. Des. Constr., .
Hulton, F. G., Smith, P. D., and Rose, T. A. (1995). “Blast resultants behind cantilever walls: Comparison between full-scale and model-scale experiments.” Proc., 14th Int. Symp. on Military Aspects of Blast and Shock, Dept. of Civil and Mechanical Systems Engineering, Cranfield Univ., Cranfield, U.K.
Hunter, J., and Perkins, R. (2015). “Explosive states: AOAV’s explosive violence monitor 2014.” ⟨https://aoav.org.uk/2014/aoav-explosive-violence-data-2014/⟩ (Jan. 28, 2016).
Hunter, J. D. (2007). “Matplotlib: A 2D graphics environment.” Comput. Sci. Eng., 9(3), 90–95.
Hyde, D. W. (1988). “Microcomputer programs CONWEP and FUNPRO, applications of TM 5-855-1.” Fundamentals of Protective Design for Conventional Weapons, Structures Laboratory, Dept. of the Army, Waterways Experiment Station, Corps of Engineers, Vicksburg, MS.
Institute for Economics and Peace. (2015). “2015 Global terrorism impact: measuring and understanding the impact of terrorism.” ⟨http://economicsandpeace.org/wp-content/uploads/2015/11/2015-Global-Terrorism-Index-Report.pdf⟩ (Dec. 12, 2015).
Jones, P. S., Vitaya-Udom, K. P., and Watt, J. M. (1987). Design of structures to resist terrorist attack: Report 1, Structures Laboratory, Dept. of the Army, Waterways Experiment Station, Corps of Engineers, Vicksburg, MS.
Kingery, C. N., and Bulmash, G. (1984). “Air blast parameters from TNT spherical air burst and hemispherical surface burst.” Ballistic Research Laboratories, Aberdeen Proving Ground, MD.
Longinow, A., and Mniszewski, K. R. (1996). “Protecting buildings against vehicle bomb attacks.” Pract. Period. Struct. Des. Constr., 51–54.
LS-DYNA version 971 [Computer software]. Livermore Software Technology Corp., Livermore, CA.
McGlaun, J. M., Thompson, S. L., and Elrick, M. G. (1990). “CTH: A three-dimensional shock wave physics code.” Int. J. Impact Eng., 10(1), 351–360.
Moré, J. J., Garbow, B. S., and Hillstrom, K. E. (1980). User guide for MINIPACK-1. Argonne National Laboratory, Argonne, IL.
Ngo, T., Mendis, P., Gupta, A., and Ramsay, J. (2007). “Blast loading and blast effects on structures—An overview.” Electron. J. Struct. Eng., 7, 76–91.
Ngo, T., Nguyen, N., and Mendis, P. (2004). “An investigation on the effectiveness of blast wall and blast-structure interaction.” Developments in mechanics of structures and materials, Perth, Australia, 961–7.
Nichols, J. F., and Doyle, G. (2014). “Current engineering models and capabilities in the vulnerability assessment and protection option (VAPO) software.” ASCE Structures Congress 2014, Applied Research Associates, Raleigh, NC, 176–187.
ProSAir. (2009). “Propagation of shocks in air.” A computational fluids dynamics code, Cranfield Univ., Oxfordshire, U.K.
Remennikov, A. M. (2003). “A review of methods for predicting bomb blast effects on buildings.” J. Battlefield Technol., 6(3), 5.
Remennikov, A. M., and Rose, T. A. (2007). “Predicting the effectiveness of blast wall barriers using neural networks.” Int. J. Impact Eng., 34(12), 1907–1923.
Rickman, D. D., Murrell, D. W., and Armstrong, B. J. (2006). “Improved predictive methods for airblast shielding by barrier walls.”ASCE Structures Congress 2006, U.S. Army Engineer Research and Development Center, Vicksburg, MS.
Rose, T. A., Smith, P. D., and Mays, G. C. (1995). “The effectiveness of walls designed for the protection of structures against airblast from high explosives.” Proc. Inst. Civ. Eng., 110(1), 78–85.
Rose, T. A., Smith, P. D., and Mays, G. C. (1997). “Design charts relating to protection of structures against airblast from high explosives.” Proc., ICE-Struct. Build., 122(2), 186–192.
Rose, T. A., Smith, P. D., and Mays, G. C. (1998). “Protection of structures against airburst using barriers of limited robustness.” Proc. Inst. Civ. Eng., 128(2), 167–176.
Rossum, G. (1995). Python reference manual, Centre for Mathematics and Computer Science, Amsterdam, Netherlands.
Scherbatiuk, K., and Rattanawangcharoen, N. (2008). “Experimental testing and numerical modeling of soil-filled concertainer walls.” Eng. Struct., 30(12), 3545–3554.
Smith, P. D. (2010). “Blast walls for structural protection against high explosive threats: A review.” Int. J. Protective Struct., 1(1), 67–84.
Sorensen, A., and McGill, W. (2012). “Utilization of existing blast analysis software packages for the back-calculation of blast loads.” J. Perform. Constr. Facil., 544–546.
Stewart, M., and Netherton, M. (2014). “Reliability-based design load factors for explosive blast loading.” J. Perform. Constr. Facil., .
Swisdak, M. (1994). “Simplified kingery airblast calculations.” ⟨http://www.dtic.mil/cgi-bin/GetTRDoc?AD=ADA526744⟩ (Dec. 15, 2015).
United States Department of the Air Force. (1997). “Installation force protection guide.” Washington, DC.
United States Department of the Army. (1990). “Structures to resist the effects of accidental explosions.”, Washington, DC.
USACE PDC. (2016). “VAPO—PDC.” ⟨https://pdc.usace.army.mil/software/vapo/⟩ (Mar. 30, 2016).
USACE (United States Army Corps of Engineers). (1984). “Fundamentals of protective designs for conventional weapons.”, Vicksburg, MS.
USACE (United States Army Corps of Engineers). (1999). “Estimating damage to structures from terrorist bombs field operations guide.”, Washington, DC.
Ward, S. (2004). “Retrofitting existing masonry buildings to resist explosions.” J. Perform. Constr. Facil., 95–99.
Wu, C., and Hao, H. (2007). “Safe scaled distance for masonry infilled RC frame structures subjected to airblast loads.” J. Perform. Constr. Facil., 422–431.
Zhou, X. Q., and Hao, H. (2008). “Prediction of airblast loads on structures behind a protective barrier.” Int. J. Impact Eng., 35(5), 363–375.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 31Issue 4August 2017

History

Received: Apr 19, 2016
Accepted: Nov 15, 2016
Published ahead of print: Feb 20, 2017
Published online: Feb 21, 2017
Discussion open until: Jul 21, 2017
Published in print: Aug 1, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Steven Schuldt, M.ASCE [email protected]
P.E.
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N Mathews Ave., Urbana, IL 61801 (corresponding author). E-mail: [email protected]
Khaled El-Rayes, Ph.D., M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N Mathews Ave., Urbana, IL 61801. E-mail: [email protected]

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.

Cited by

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