Volume 37 Issue 3
Jun 2023
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ZHANG Kunyu, CHEN De, WU Hao. Numerical Simulation and Parametric Analysis of High-Pressure Gas-Driven Shock Tube[J]. Chinese Journal of High Pressure Physics, 2023, 37(3): 033301. doi: 10.11858/gywlxb.20220704
Citation: ZHANG Kunyu, CHEN De, WU Hao. Numerical Simulation and Parametric Analysis of High-Pressure Gas-Driven Shock Tube[J]. Chinese Journal of High Pressure Physics, 2023, 37(3): 033301. doi: 10.11858/gywlxb.20220704

Numerical Simulation and Parametric Analysis of High-Pressure Gas-Driven Shock Tube

doi: 10.11858/gywlxb.20220704
  • Received Date: 05 Dec 2022
  • Rev Recd Date: 09 Feb 2023
  • Accepted Date: 10 Apr 2023
  • Available Online: 19 Jun 2023
  • Issue Publish Date: 05 Jun 2023
  • It has great importance for the blast-resistant design of the structures to study the dynamic response and damage failure of structural components under explosion loads. This work focused on analyzing the influences of the shock tube’s parameters on the loads at the end of the driven section. Based on the ANSYS/LS-DYNA, the numerical simulation of the shock tube is conducted. The accuracy of the finite element model, parameters values, and the numerical simulation method are verified by comparing the numerical simulation results, such as overpressure-time histories and the deflection response of the reinforced concrete slabs, with the experimental results. Furthermore, a shock tube with a size of 3 m×3 m at the end of the driven section is designed. The influences of the shock tube’s geometric parameters and its inner overpressure on the loads at the end of the driven section are analyzed. The results show that the peak overpressure and positive time duration increased with the increase of the length, diameter, and pressure of the driver section. The results also show that the peak overpressure and positive time duration increased with the decrease of the angle of the expansion section. Finally, the design method of the shock tube based on peak overpressure and positive time duration is given, which was verified by the designed examples.

     

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  • [1]
    BREWER T R, CRAWFORD J E, MORRILL K B, et al. Design, analysis, and testing of a blast-resistant building façade [J]. International Journal of Computational Methods and Experimental Measurements, 2016, 4(3): 191–200. doi: 10.2495/CMEM-V4-N3-191-200
    [2]
    OESTERLE M G. Blast simulator wall tests: experimental methods and mitigation strategies for reinforced concrete and concrete masonry [D]. San Diego: University of California, 2009: 78–83.
    [3]
    JACQUES E. Blast retrofit of reinforced concrete walls and slabs [D]. Canada: University of Ottawa, 2011: 40–122.
    [4]
    OPALKA K O, PERSON R J. CFD design studies of an advanced concept driver for a large blast/thermal simulator [C]//AIP Conference Proceedings. USA: American Institute of Physics, 1990, 208(1): 885–890.
    [5]
    任辉启, 王世合, 周松柏, 等. 大型爆炸波模拟装置研制及其应用 [C]//第十六届全国激波与激波管学术会议论文集, 2014.

    REN H Q, WANG S H, ZHOU S B, et al. The development and application of large blast wave simulator[C]//The 16th National Conference on Shock Waves and Shock Tubes, 2014.
    [6]
    CLUBLEY S K. Steel sections subject to a long-duration blast [J]. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 2013, 166(6): 273–281. doi: 10.1680/stbu.12.00007
    [7]
    CLUBLEY S K. Non-linear long duration blast loading of cylindrical shell structures [J]. Engineering Structures, 2014, 59: 113–126. doi: 10.1016/j.engstruct.2013.10.030
    [8]
    CANNON L, CLUBLEY S K. Structural response of simple partially-clad steel frames to long-duration blast loading [J]. Structures, 2021, 32: 1260–1270.
    [9]
    LLOYD A. Performance of reinforced concrete columns under shock tube induced shock wave loading [D]. Canada: University of Ottawa, 2010: 43–53.
    [10]
    REMENNIKOV A, UY B, CHAN E, et al. The Australian national facility for physical blast simulation [C]//The 2019 Coal Operators Conference. Wollongong, Australian, 2019.
    [11]
    DALLRIVA F D, JOHNSONO C F, O'DANIEL J L, et al. Blast load simulator experiments for computational model validation: report 1 [R]. U. S. Army Engineer Research and Development Center, Vicksburg United States, 2016.
    [12]
    ANDREOTTI R, COLOMBO M, GUARDONE A, et al. Performance of a shock tube facility for impact response of structures [J]. International Journal of Non-Linear Mechanics, 2015, 72: 53–66. doi: 10.1016/j.ijnonlinmec.2015.02.010
    [13]
    AUNE V, CASADEI F, VALSA G, et al. A shock tube used to study the dynamic response of blast-loaded plates [J]. Multidisciplinary Digital Publishing Institute Proceedings, 2018, 2(8): 503.
    [14]
    ISMAIL A, EZZELDIN M, EL-DAKHAKHNI W, et al. Blast load simulation using conical shock tube systems [J]. International Journal of Protective Structures, 2020, 11(2): 135–158. doi: 10.1177/2041419619858098
    [15]
    LS-DYNA. Keyword user’s manual [Z]. Livermore, California, USA: Livermore Software Technology Corporation, 2020.
    [16]
    STOUFFER D C, DAME L T. Inelastic deformation of metals: models, mechanical properties, and metallurgy [M]. John Wiley & Sons, 1996: 72–73.
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