Non-even Distribution Characteristics of Explosion Shock Wave Overpressure and Optimal Number of Measuring Points

被引:0
|
作者
Zhang Y. [1 ,2 ]
Chen H. [3 ]
Yuan J. [2 ]
Ji J. [2 ]
Feng X. [2 ]
Liu Y. [1 ]
机构
[1] State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology, Beijing
[2] Xi'an Modern Chemistry Research Institute, Shaanxi, Xi'an
[3] Unit 96901 of PLA, Beijing
来源
Binggong Xuebao/Acta Armamentarii | 2024年 / 45卷 / 03期
关键词
non-ideal explosion; number of measuring points; scale distance; shock wave overpressure; wave front;
D O I
10.12382/bgxb.2022.0629
中图分类号
O4 [物理学];
学科分类号
0702 ;
摘要
The causes and manifestations of non-uniform spatial-temporal distribution of overpressure peak of explosion shock wave are discussed from the characteristics of non-ideal detonation wave and the formation mechanism of explosion shock wave, which are verified by experimental images and data. Four kinds of 2 kg explosives and a 250 kg aluminized explosive were detonated to investigate the non-uniform distribution characteristics of shock wave overpressure, and the deviation among the overpressure peaks with the same distance to charge were analyzed. The results show that the higher the non-ideal level of explosive componentsis, the greater the charge mass is, and the closer it is to the charge, the more obvious the non-even characteristics of the overpressure peak are. A method to define the number of test points to meet the accuracy demand for the overpressure is proposed based on the analysis of the experimental data. It is suggested that the blast field should be divided into four areas with scale distances of less than 1. 5 m / kg1 / 3 , 1. 5 ~ 3. 0 m / kg1 / 3 , 3 ~ 5 m / kg1 / 3 and more than 5 m / kg1 / 3 . The corresponding optimal number of measuring points is 6, 5, 4 and 2,respectively. © 2024 China Ordnance Industry Corporation. All rights reserved.
引用
收藏
页码:744 / 753
页数:9
相关论文
共 24 条
  • [1] SUN C W, pp. 286-293, (2011)
  • [2] BAKER W E, COX P A, WESTINE P S, Et al., Explosion hazards and evaluation, pp. 116-141, (1983)
  • [3] MILLS C A., The design of concrete structures to resist explosions and weapons effects [ C ], Proceedings of the 1st International Conference on Concrete for Hazard Protections, pp. 61-73, (1988)
  • [4] BRODE H L., Blast waves from a spherical charge, Physics of Fluids, 2, pp. 217-229, (1959)
  • [5] HENRYCH J., The dynamics of explosion and its use [ M ], pp. 133-152, (1979)
  • [6] ZHONG Q, WANG B L, HUANG J., Study on the similarity law of TNT explosive overpressure in air [ J ], Chinese Journal of Explosives and Propellants, 33, 4, pp. 32-35, (2010)
  • [7] REN H Q, HUANG K, WU X Y, Et al., Research progress of dynamic pressure damage to ground targets by air shock wave, Protective Engineering, 43, 1, pp. 1-9, (2021)
  • [8] WANG C, YANG J Y, CHI L Y, Et al., On the blast resistance performance of large-scale reinforced concrete wall [ J], Acta Armamentarii, 43, 1, pp. 131-139, (2022)
  • [9] MA H W, ZHANG Y D, CHEN L, Et al., Distribution law of flow field of shock wave in large-scale workshop [ J ], Acta Armamentarii, 42, pp. 142-150, (2021)
  • [10] WANG Y X, LIU Y, XU Q M, Et al., Effect of metal powders on explosion of fuel-air explosives with delayed secondary igniters [J], Defence Technology, 17, 3, pp. 785-791, (2021)