Technical Papers
Sep 2, 2021

Concrete Slab Damage and Hazard from Close-In Detonation of Weaponized Commercial Unmanned Aerial Vehicles

Publication: Journal of Structural Engineering
Volume 147, Issue 11

Abstract

Explosives installed on a commercial unmanned aerial vehicle (UAV) may be carried and detonated close to a structural element. Although the explosive mass may not be large, the standoff distance is expected to be very small, and therefore, a potentially high-level of damage can be developed. A popular method to improve the performance of RC elements is by adding fibers to the concrete mix. In the current research, an experimental study is conducted to investigate the performance of RC slabs with and without steel fibers to close-in detonations, which aim to simulate an explosive installed on a UAV. The local damage is recorded and measured in terms of the crater diameters and depths. The structural damage is compared with available numerical tools. In addition, concrete debris from the rear face of the slab was collected and weighed, and their velocities were captured by a high-speed camera. The mass distribution of the debris, together with their velocities, led to a study on the damage hazards to potential occupants in the building.

Get full access to this article

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

Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was supported by the National Centre for Research and Development in Poland under the grant DOBBIO10/01/02/2019 in the frame of the Defense and Security Program.

References

ASCE. 2011. Blast protection of buildings. ASCE/SEI 59-11. Reston, VA: ASCE.
Bai, C., H. Wang, and C. Feng. 2019. “Analysis of criteria for assessing safety distance for focused warhead fragments based on CDEM.” Math. Probl. Eng. 2019 (5): 1–12. https://doi.org/10.1155/2019/8735481.
Casadei, F., M. Larcher, G. Solomos, and G. Valsamos. 2015. Implementation of flying debris fatal risk calculation in EUROPLEXUS. Ispra, Italy: European Commission, Joint Research Centre, Institute for the Protection and Security of the Citizen.
Foglar, M., and M. Kovar. 2013. “Conclusions from experimental testing of blast resistance of FRC and RC bridge decks.” Int. J. Impact Eng. 59 (Sep): 18–28. https://doi.org/10.1016/j.ijimpeng.2013.03.008.
Ichino, H., M. Beppu, and E. B. Williamson. 2020. “Blast-resistant performance of a two-stage concrete plate subjected to contact explosions.” Constr. Build. Mater. 259 (Oct): 119766. https://doi.org/10.1016/j.conbuildmat.2020.119766.
Janser, P. W. 1982. “Lethality of unprotected persons due to debris and fragments.” In Proc., 20th Explosives Safety Seminar, 1513–1529. Zurich, Switzerland: Ernst Basler & Partners.
Lan, S., T. S. Lok, and L. Heng. 2005. “Composite structural panels subjected to explosive loading.” Constr. Build. Mater. 19 (5): 387–395. https://doi.org/10.1016/j.conbuildmat.2004.07.021.
Lee, J. Y., H. O. Shin, K. H. Min, and Y. S. Yoon. 2018. “Flexural assessment of blast-damaged RC beams retrofitted with CFRP sheet and steel fiber.” Int. J. Polym. Sci. 2018: 2036436. https://doi.org/10.1155/2018/2036436.
Li, J., and H. Hao. 2014. “Numerical study of concrete spall damage to blast loads.” Int. J. Impact Eng. 68 (Jun): 41–55. https://doi.org/10.1016/j.ijimpeng.2014.02.001.
Liu, Y., J.-B. Yan, and F.-L. Huang. 2018. “Behavior of reinforced concrete beams and columns subjected to blast loading.” Defence Technol. 14 (5): 550–559. https://doi.org/10.1016/j.dt.2018.07.026.
Luccioni, B., F. Isla, R. Codina, D. Ambrosini, R. Zerbino, G. Giaccio, and M. C. Torrijos. 2018. “Experimental and numerical analysis of blast response of high strength fiber reinforced concrete slabs.” Eng. Struct. 175 (Nov): 113–122. https://doi.org/10.1016/j.engstruct.2018.08.016.
Marchand, K. A., M. M. Vargas, and J. D. Nixon. 1992. The synergistic effects of combined blast and fragment loading. San Antonio: Southwest Research Institute.
McVay, M. K. 1988. Spall damage of concrete structures. Vicksburg, MS: Structures Laboratory, Dept. of the Army, Waterways Experiment Station, Corps of Engineers.
Morishima, S., M. Yamaguchi, S. Shibuya, S. Kaneyasu, and T. Sueishi. 2020. “Effects of fiber type on blast resistance of slurry-infiltrated fiber concrete under contact detonation.” J. Adv. Concr. Technol. 18 (4): 157–167. https://doi.org/10.3151/jact.18.157.
Morishita, M., H. Tanaka, T. Ando, and H. Hagiya. 2004. “Effects of concrete strength and reinforcing clear distance on the damage of reinforced concrete slabs subjected to contact detonations.” Concr. Res. Technol. 15 (2): 89–98. https://doi.org/10.3151/crt1990.15.2_89.
NATO (North Atlantic Treaty Organization). 2015. NATO guidelines for the storage of military ammunition and explosives (AASTP-1). Edition B version 1. Brussels, Belgium: NATO.
Rao, B., L. Chen, Q. Fang, J. Hong, Z.-X. Liu, and H.-B. Xiang. 2018. “Dynamic responses of reinforced concrete beams under double-end-initiated close-in explosion.” Defence Technol. 14 (5): 527–539. https://doi.org/10.1016/j.dt.2018.07.024.
Remennikov, A., I. Mentus, and B. Uy. 2015. “Explosive breaching of walls with contact charges: Theory and applications.” Int. J. Prot. Struct. 6 (4): 629–647. https://doi.org/10.1260/2041-4196.6.4.629.
Ritchie, C. B., J. A. Packer, M. V. Seica, and X.-L. Zhao. 2017. “Behavior of steel rectangular hollow sections subject to blast loading.” J. Struct. Eng. 143 (12): 04017167. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001922.
Shi, Y., J. Wang, and J. Cui. 2020. “Experimental studies on fragments of reinforced concrete slabs under close-in explosions.” Int. J. Impact Eng. 144 (Oct): 103630. https://doi.org/10.1016/j.ijimpeng.2020.103630.
Sielicki, P. W., and T. Łodygowski. 2019. “Masonry wall behaviour under explosive loading.” Eng. Fail. Anal. 104 (Oct): 274–291. https://doi.org/10.1016/j.engfailanal.2019.05.030.
Sielicki, P. W., A. Ślosarczyk, and D. Szulc. 2019. “Concrete slab fragmentation after bullet impact: An experimental study.” Int. J. Prot. Struct. 10 (3): 380–389. https://doi.org/10.1177/2041419619854764.
Sielicki, P. W., M. G. Stewart, T. Gajewski, M. Malendowski, P. Peksa, H. Al-Rifaie, R. Studziński, and W. Sumelka. 2020. “Field test and probabilistic analysis of irregular steel debris casualty risks from a person-borne improvised explosive device.” Defence Technol. https://doi.org/10.1016/j.dt.2020.10.009.
Silva, P. F., and B. Lu. 2007. “Improving the blast resistance capacity of RC slabs with innovative composite materials.” Composites, Part B 38 (5–6): 523–534. https://doi.org/10.1016/j.compositesb.2006.06.015.
Solomos, G., M. Larcher, G. Valsamos, V. Karlos, and F. Casadei. 2020. A survey of computational models for blast induced human injuries for security and defense applications. Ispra, Italy: European Commission, Joint Research Centre, Institute for the Protection and Security of the Citizen.
Swisdak, M. M., J. W. Tatom, and R. T. Conway. 2017. Procedures for the collection, analysis, and interpretation of explosion-produced debris. Revision 2. Alexandria, VA: Dept. of Defense Explosives Safety Board.
Tu, H., T. C. Fung, K. H. Tan, and W. Riedel. 2019. “An analytical model to predict the compressive damage of concrete plates under contact detonation.” Int. J. Impact Eng. 134 (Dec): 103344. https://doi.org/10.1016/j.ijimpeng.2019.103344.
USACE. 2008a. DoD ammunition and explosives safety standards: General explosives safety information and requirements, Volume 1. Washington, DC: USACE.
USACE. 2008b. Unified facilities criteria (UFC)—Structures to resist the effects of accidental explosions. UFC 3-340-02. Washington, DC: USACE.
Wang, W., D. Zhang, F. Lu, S.-C. Wang, and F. Tang. 2013. “Experimental study and numerical simulation of the damage mode of a square reinforced concrete slab under close-in explosion.” Eng. Fail. Anal. 27 (Jan): 41–51. https://doi.org/10.1016/j.engfailanal.2012.07.010.
Yan, J., Y. Liu, Z. Xu, Z. Li, and F. Huang. 2020. “Experimental and numerical analysis of CFRP strengthened RC columns subjected to close-in blast loading.” Int. J. Impact Eng. 146 (Dec): 103720. https://doi.org/10.1016/j.ijimpeng.2020.103720.
Yu, X., B. Zhou, F. Hu, Y. Zhang, X. Xu, C. Fan, W. Zhang, H. Jiang, and P. Liu. 2020. “Experimental investigation of basalt fiber-reinforced polymer (BFRP) bar reinforced concrete slabs under contact explosions.” Int. J. Impact Eng. 144 (Oct): 103632. https://doi.org/10.1016/j.ijimpeng.2020.103632.
Zhao, C. F., and J. Y. Chen. 2013. “Damage mechanism and mode of square reinforced concrete slab subjected to blast loading.” Theor. Appl. Fract. Mech. 63–64 (Feb): 54–62. https://doi.org/10.1016/j.tafmec.2013.03.006.
Zhou, Y., S. Liu, J. Feng, and H. Fan. 2019. “Improved finite difference analysis of dynamic responses of concrete members reinforced with FRP bars under explosion.” Compos. Struct. 230 (Dec): 111518. https://doi.org/10.1016/j.compstruct.2019.111518.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 147Issue 11November 2021

History

Received: Mar 24, 2021
Accepted: Jun 17, 2021
Published online: Sep 2, 2021
Published in print: Nov 1, 2021
Discussion open until: Feb 2, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Assistant Professor, Faculty of Civil and Environmental Engineering, Technion–Israel Institute of Technology, Technion City, Haifa 32000, Israel (corresponding author). ORCID: https://orcid.org/0000-0002-6192-2805. Email: [email protected]
Scott Turygan [email protected]
Civil Engineer of Antiterrorism Branch, US Army Europe and Africa, Clay Kaserne, Wiesbaden 65205, Germany. Email: [email protected]
Piotr W. Sielicki [email protected]
Professor PUT, Faculty of Civil and Transport Engineering, Poznan Univ. of Technology–Institute of Structural Analysis, Maria Sklodowska-Curie St. 5, Poznan 60-965, Poland. Email: [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

  • Proposed method for building an anti-drone system for the protection of facilities important for state security, Security and Defence Quarterly, 10.35467/sdq/149268, (2022).
  • Risk Management Model for Unmanned Aerial Vehicles during Flight Operations, Materials, 10.3390/ma15072448, 15, 7, (2448), (2022).
  • Prediction of high-speed debris motion in the framework of time-fractional model: theory and validation, Archives of Civil and Mechanical Engineering, 10.1007/s43452-022-00568-5, 23, 1, (2022).

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