Volume 44 Issue 4
Apr.  2024
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WANG Mingtao, CHENG Yuehua, WU Hao. Study on blast loadings of cylindrical charges air explosion[J]. Explosion And Shock Waves, 2024, 44(4): 043201. doi: 10.11883/bzycj-2023-0197
Citation: WANG Mingtao, CHENG Yuehua, WU Hao. Study on blast loadings of cylindrical charges air explosion[J]. Explosion And Shock Waves, 2024, 44(4): 043201. doi: 10.11883/bzycj-2023-0197

Study on blast loadings of cylindrical charges air explosion

doi: 10.11883/bzycj-2023-0197
  • Received Date: 2023-05-25
  • Rev Recd Date: 2023-12-27
  • Available Online: 2024-01-23
  • Publish Date: 2024-04-07
  • The existing specifications and studies mainly focus on the scenarios that the spherical charges are ignited at the central point and explosion is in free air, while the studies of the blast loadings of cylindrical charges air explosion, especially the reflected overpressure acting on the structure, are relatively limited. The blast loading calculation formula for spherical charge cannot be applied for cylindrical charge as attributed to the parametric influences such as scaled distance, length-to-diameter ratio, ignition method, azimuth angle, incident angle and relative location of reflected plane. To explore the incident and reflected blast loadings of cylindrical charges air explosion, firstly, three shots of explosion test of the single-end ignited cylindrical TNT charge were conducted. The corresponding numerical simulations are conducted based on the finite element program AUTODYN, and the applicability of the adopted finite element analysis method is verified by comparing with the experimental incident and reflected overpressure-time histories of spherical and cylindrical charges air explosion of tests, as well as the peak incident overpressure-scaled distance relationship of unified facilities criteria (UFC) 3-340-02 of spherical charges air explosion. Furthermore, the numerical simulations of more than 1000 sets of cylindrical charges air explosion scenarios considering the scaled distance, length-to-diameter ratio, ignition method, azimuth angle and rigid reflection are carried out based on validated finite element analysis method. The distribution characteristics of peak overpressure, maximal impulse of the incident blast wave and the corresponding shape factors are examined and discussed. The judging criteria and determination methods for the critical scaled distance of peak overpressure and maximal impulse are proposed by using data fitting, and the variation law of the reflected peak overpressure and the rigid reflection coefficient are revealed. Finally, a calculation method for the incident and reflected blast loadings of cylindrical charges air explosion is proposed and experimentally verified by 360 sets data. The method can rapidly predict the blast loadings on building structures, and provide reference for evaluating the ammunition damage efficiency, analyzing structural dynamic response and failure, as well as for the corresponding blast-resistant design.
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  • [1]
    US Department of the Army. Fundamentals of protective design for conventional weapons: TM 5-855-1 [S]. Washington, USA: US Department of the Army, 1986.
    [2]
    American Society of Civil Engineers. Blast protection of buildings: ASCE 59-11 [S]. Reston, Virginia, USA: American Society of Civil Engineers, 2011.
    [3]
    Canadian Standards Association. Design and assessment of buildings subjected to blast loads: CSA/S850-23 [S]. Toronto, Canda: Canadian Standards Association, 2023.
    [4]
    US Department of Defense. Structures to resist the effects of accidental explosions, with change 2: UFC 3-340-02 [S]. Washington, USA: US Department of Defense, 2014.
    [5]
    中华人民共和国国家质量监督检验检疫总局, 中国国家标准化管理委员会. 爆破安全规程: GB 6722-2014 [S]. 北京: 中国标准出版社, 2014.
    [6]
    STONER R G, BLEAKNEY W. The attenuation of spherical shock waves in air [J]. Journal of Applied Physics, 1948, 19(7): 670–678. DOI: 10.1063/1.1698189.
    [7]
    BRODE H L. Numerical solutions of spherical blast waves [J]. Journal of Applied Physics, 1955, 26(6): 766–775. DOI: 10.1063/1.1722085.
    [8]
    BAKER W E. Explosions in air [M]. Austin, USA: University of Texas Press, 1974: 6–10.
    [9]
    HENRYCH J, ABRAHAMSON G R. The dynamics of explosion and its use [M]. Amsterdam New York, USA: Elsevier Science Publishing Company, 1979: 218.
    [10]
    MILLS C A. The design of concrete structures to resist explosions and weapon effects [C]// The 1st International Conference on Concrete for Hazard Protections. Edinburgh, UK: European Cement Association, 1987: 11–15.
    [11]
    WU C Q, HAO H. Modeling of simultaneous ground shock and airblast pressure on nearby structures from surface explosions [J]. International Journal of Impact Engineering, 2005, 31(6): 699–717. DOI: 10.1016/j.ijimpeng.2004.03.002.
    [12]
    KINNEY G F, GRAHAM K J, KENNETH J. Explosive shocks in air [M]. Berlin, Germany: Springer Verlag, 1985: 1–17.
    [13]
    SHI Y C, WANG N, CUI J, et al. Experimental and numerical investigation of charge shape effect on blast load induced by near-field explosions [J]. Process Safety and Environmental Protection, 2022, 165: 266–277. DOI: 10.1016/j.psep.2022.07.018.
    [14]
    ISMAIL M M, MURRAY S G. Study of the blast waves from the explosion of nonspherical charges [J]. Propellants, Explosives, Pyrotechnics, 1993, 18: 132–138. DOI: 10.1002/prep.19930180304.
    [15]
    SIMOENS B, LEFEBVRE M H, MINAMI F. Influence of different parameters on the TNT-equivalent of an explosion [J]. Central European Journal of Energetic Materials, 2011, 8(1): 53–67.
    [16]
    ANASTACIO A C, KNOCK C. Radial blast prediction for high explosive cylinders initiated at both ends [J]. Propellants, Explosives, Pyrotechnics, 2016, 41(4): 682–687. DOI: 10.1002/prep.201500302.
    [17]
    KNOCK C, DAVIES N. Predicting the peak pressure from the curved surface of detonating cylindrical charges [J]. Propellants, Explosives, Pyrotechnics, 2011, 36(3): 203–209. DOI: 10.1002/prep.201000001.
    [18]
    KNOCK C, DAVIES N. Predicting the impulse from the curved surface of detonating cylindrical charges [J]. Propellants, Explosives, Pyrotechnics, 2011, 36(2): 105–109. DOI: 10.1002/prep.201000002.
    [19]
    KNOCK C, DAVIES N, REEVES T. Predicting blast waves from the axial direction of a cylindrical charge [J]. Propellants, Explosives, Pyrotechnics, 2015, 40(2): 169–179. DOI: 10.1002/prep.201300188.
    [20]
    GAO C, KONG X Z, FANG Q, et al. Numerical investigation on free air blast loads generated from center-initiated cylindrical charges with varied aspect ratio in arbitrary orientation [J]. Defence Technology, 2022, 18(9): 1662–1678. DOI: 10.1016/j.dt.2021.07.013.
    [21]
    WU C Q, FATTORI G, WHITTAKER A, et al. Investigation of air-blast effects from spherical-and cylindrical-shaped charges [J]. International Journal of Protective Structures, 2010, 1(3): 345–362. DOI: 10.1260/2041-4196.1.3.345.
    [22]
    HU Y, CHEN L, FANG Q, et al. Blast loading model of the RC column under close-in explosion induced by the double-end-initiation explosive cylinder [J]. Engineering Structures, 2018, 175: 304–321. DOI: 10.1016/j.engstruct.2018.08.013.
    [23]
    SHERKAR P, SHIN J, WHITTAKER A, et al. Influence of charge shape and point of detonation on blast-resistant design [J]. Journal of Structural Engineering, 2016, 142(2): 1–11. DOI: 10.1061/(asce)st.1943-541x.0001371.
    [24]
    XIAO W F, ANDRAE M, GEBBEKEN N. Effect of charge shape and initiation configuration of explosive cylinders detonating in free air on blast-resistant design [J]. Journal of Structural Engineering, 2020, 146(8): 1–13. DOI: 10.1061/(asce)st.1943-541x.0002694.
    [25]
    THAM C Y. Numerical simulation on the interaction of blast waves with a series of aluminum cylinders at near-field [J]. International Journal of Impact Engineering, 2009, 36(1): 122–131. DOI: 10.1016/j.ijimpeng.2007.12.011.
    [26]
    SIMOENS B, LEFEBVRE M. Influence of the shape of an explosive charge: quantification of the modification of the pressure field [J]. Central European Journal of Energetic Materials, 2015, 12(2): 195–213.
    [27]
    PAPE R, MNISZEWSKI K R, LONGINOW A, et al. Explosion phenomena and effects of explosions on structures Ⅲ: methods of analysis (explosion damage to structures) and example cases [J]. Practice Periodical on Structural Design and Construction, 2010, 15(2): 153–169. DOI: 10.1061/(ASCE)SC.1943-5576.0000040.
    [28]
    KNOCK C, DAVIES N. Blast waves from cylindrical charges [J]. Shock Waves, 2013, 23(4): 337–343. DOI: 10.1007/s00193-013-0438-7.
    [29]
    YANG T C, LUO Y Z, HU G Q, et al. Probability distribution and determination of blast loading during structural blast resistant study [J]. Shock and Vibration, 2022. DOI: Artn 736728810.1155/2022/7367288.
    [30]
    WISOTSKI J, SNYER. W H. Characteristics of blast waves obtained from cylindrical high explosive charges: 80210, DRI-2286 [R]. Denver, USA: University of Denver, Denver Research Institute, 1965.
    [31]
    PLOOSTER M N. Blast effects from cylindrical explosive charges: experimental measurements: NWC TP 6382 [R]. China Lake, USA: Naval Report Centre, 1982.
    [32]
    SU Q, WU H, SUN H S, et al. Experimental and numerical studies on dynamic behavior of reinforced UHPC panel under medium-range explosions [J]. International Journal of Impact Engineering, 2021, 148: 1–23. DOI: 10.1016/j.ijimpeng.2020.103761.
    [33]
    TIAN S Z, YAN Q S, DU X L, et al. Experimental and numerical studies on the dynamic response of precast concrete slabs under blast load [J]. Journal of Building Engineering, 2023, 70: 1–18. DOI: 10.1016/j.jobe.2023.106425.
    [34]
    WHARTON R K, FORMBY S A, MERRIFIELD R. Airblast TNT equivalence for a range of commercial blasting explosives [J]. Journal of Hazardous Materials, 2000, 79(1): 31–39. DOI: 10.1016/S0304-3894(00)00168-0.
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