期刊文献+

不同装药坑道内爆炸冲击波传播规律的试验研究 被引量:19

Test Study on Explosion Shock Wave Propagation of Different Explosives inside Tunnels
原文传递
导出
摘要 为了评估装药爆炸毁伤威力,研究了不同装药坑道内爆炸冲击波的传播规律,进行了坑道内的爆炸试验,并分析试验数据。结果表明:爆炸初始冲击波在坑道内传播到一定远的距离处,逐渐形成稳定的平面波,并且在一定距离内其比冲量越来越大;坑道中装药种类对近场爆炸冲击波峰值超压影响较大,对足够远处影响较小;温压炸药的特性决定了它在不同测点的冲击波正压持续时间都比TNT长。 For estimating the explosion injury power of explosives, the explosion shock wave propagation of different explosives inside ttmnels was studied, and the tests of explosion in tunnel were carried out. The test results were analyzed, and the conclusion is that when the initial blast in tunnel is propagating to somewhere far, the steady plane wave is formed, and the impulse is getting higher in some distance. The kind of explosives has obvious influence on explosion blast peak pressure in close field, while little in enough far fields. The character ofthermal-baric determines that the lasting time of shock positive pressure in different test point is longer than that of TNT.
出处 《火工品》 CAS CSCD 北大核心 2012年第3期21-24,共4页 Initiators & Pyrotechnics
关键词 装药 坑道 冲击波 峰值 传播 Explosive Tunnel Shock wave Peak value Propagation
  • 相关文献

参考文献5

  • 1李秀地,郑颖人,李列胜,郑云木.长坑道中化爆冲击波压力传播规律的数值模拟[J].爆破器材,2005,34(5):4-7. 被引量:14
  • 2穆朝民,任辉启,李永池,辛凯.爆炸冲击波在复杂坑道内传播规律的数值研究[J].爆破器材,2008,37(5):1-4. 被引量:16
  • 3Ann-Sofie L.E.Forsberg. Blast expense or vital components in structure hardening[C]//Proceeding of the 9th Symposium on the Interaction of Nonnuclear Muniti- ons with Slructures.Mclean Virgina: 1999.
  • 4H.J.Hader. Design and application of reinforced concrete- armoured doors[C]//Proceeding of the 2th Symposium on the Interaction of Nonnuclear Munitions with Structures. Panama City Beach: 1985.
  • 5严家佳.温压炸药爆炸后燃烧过程的观察[D].西安:西安近代化学研究所,2009.

二级参考文献21

  • 1Ahmed Fahmy Farag Tolba. Response of FRP-Retrofitted Reinforced Concrete Panels to Blast Loading.Carleton University December,Ottawa,Canada,2001.
  • 2张德良.爆炸波在复杂结构坑道内传播的数值模拟[J].计算力学学报,1997,14:189-192.
  • 3R.H.Fashbaugh. Computer code SPIDS/shock propagation in ducting systems utilizing a PC computer.Proceeding of the 5th symposium on the interaction of non-nuclear munitions with structures.1991.218~225.
  • 4C.P.Salisbury,D.S.Cronin,F.S.Lien.Investigation of the arbitrary Lagrangian Eulerian formulation to simulate shock tube problems.8th International LS-Dyna users conference.Dearborn,Michigan,May 2~4,2004.
  • 5J.L.Drake and J.R.Britt. Propagation of short duration airblast into protective structrues.Proceeding of the 2th symposium on the interaction of non-nuclear munitions with structures.1985.242~247.
  • 6G.Scheklinski-Glück. Scale model tests to determine blast parameters in tunnels and expansion rooms from HE-charges in the tunnel entrance.Proceeding of the 4th symposium on the interaction of non-nuclear munitions with structrues. Panama City Beach,FL,April 1989.45~49.
  • 7S G Chen,H L Ong,K H Tan. Shock wave propagation in tunnels.Proceedings of the 4th Asia-Pacific conference on shock and impact loads on structures.Singapore,Nov.2001.143~148.
  • 8LS-Dyna Keyword User's Manual,version 960.Livermore Software Technology Corporation,Livermore,2001.
  • 9J.Wang. Simulation of landmine explosion using LS-Dyna 3D software.Weapons Systems Division Aeronautical and Maritime Research Laboratory,DSTO-TR-1168,Australia,June 2001.4.
  • 10CK萨文科著 龙维祺 于亚伦译.井下空气冲击波[M].北京:冶金工业出版社,1979.9-10.

共引文献27

同被引文献144

引证文献19

二级引证文献66

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部