DOI QR코드

DOI QR Code

A Modified Equation of Parameter of Surface Blast Load

표면 폭발하중 파라메타의 수정 산정식

  • Received : 2017.07.31
  • Accepted : 2017.08.31
  • Published : 2017.09.15

Abstract

The Kingery-Bulmash equation is the most common equation to calculate blast load. However, the Kingery-Bulmash equation is complicated. In this paper, a modified equation for surface blast load is proposed. The equation is based on Kingery-Bulmash equation. The proposed equation requires a brief calculation process, and the number of coefficients is reduced under 5. As a result, each parameter obtained by using the modified equation has less than 1% of error range comparing with the result by using Kingery-Bulmash equation. The modified equation may replace the original equation with brief process to calculate.

Keywords

References

  1. H.S. Kim, H.S. Ahn, J.G. Ahn, "Erosion Criteria for the Blast Analysis of Reinforcement Concrete Members", Journal of the Architectural Institute of Korea Structure & Construction, 30(3), pp.21-28, 2014 https://doi.org/10.5659/JAIK_SC.2014.30.3.021
  2. K.S. Lee, Z. Huque, D.J. Jeon, S.E. Han, "The Development of Impact Force Model of Large Commercial Aircraft Considering the Fuel Mass Effect", Journal of the Architectural Institute of Korea Structure & Construction, 30(8), pp.19-28, 2014 https://doi.org/10.5659/JAIK_SC.2014.30.8.19
  3. S. Astarlioglu, T. Krauthammer, D. Morency, T.P. Tran, "Behavior of Reinforced Concrete Columns Under Combined Effects of Axial and Blast-induced Transverse Loads", Engineering Structures, 55, pp.26-34, 2013 https://doi.org/10.1016/j.engstruct.2012.12.040
  4. U. Nystrom, K. Gylltoft, "Numerical Studies of the Combined Effects of Blast and Fragment Loading", International Journal of Impact Engineering, 36, pp.995-1005, 2009 https://doi.org/10.1016/j.ijimpeng.2009.02.008
  5. M. Carriere, P.J. Hefferman, R.C. Wight, A. Braimah, "Behaviour of Steel Reinforced Polymer (SRP) Strengthened RC Members under Blast Load", Canadian Journal of Civil Engineering, 36, pp.1356-1365, 2009 https://doi.org/10.1139/L09-053
  6. H.L. Brode, "Numericla Solution of Spherical Blast Waves", Journal of Applied Physics, American Institute of Physics, New York, 1955
  7. G.F. Kinney, K.J. Graham, "Explosive Shocks in Air", Springer, Berlin, 1985
  8. C.A. Mills, "The Design of Concrete Structures to Resist Explosions and Weapon Effects", Proceedings of the 1st Int. Conference on Concrete for Hazard Protections, Edinburgh, UK, 1987
  9. C.N. Kingery, G. Bulmash, "Technical Report ARBRL-TR-02555: Air Blast Parameters from TNT Spherical Air Burst and Hemispherical Burst", AD-B082 713, U.S. Army Ballistic Research Laboratory, Aberdeen Proving Ground, MD, 1984
  10. Unified Facilities Criteria, "Structures to Resist the Effects of Accidental Explosions", UFC 3-340-02, U.S. Department of Defense, Washington D.C., 2014
  11. M.M. Swisdak. "Simplified Kingery airblast calculations", Proceedings of the 26th DoD Explosives Safety Seminar, Indian Head, MD: Naval Surface Warfare Center, 1994.
  12. United Nations Office of Disarmament Affairs (UNODA), "International Ammunition Technical Guideline: Formulae for Ammunition management", UN IATG 01. 80:2015 [E], UN Safer Guard, 2015