弹药技术

装药埋深对机场跑道爆破效应影响数值模拟

  • 梁斌 ,
  • 钱立新 ,
  • 任时成
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  • 中国工程物理研究院总体工程研究所,四川绵阳 621900

梁斌(1976-),男,贵州遵义人,工程师,博士,研究方向:战斗部毁伤性能评估。

收稿日期: 2010-09-09

  网络出版日期: 2025-05-30

基金资助

国家自然科学基金(11002134);国防973项目资助

Numerical Simulation of Influence of Blasting Depth on Runway Damage Effect

  • LIANG Bin ,
  • QIAN Lixin ,
  • REN Shicheng
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  • Institute of Systems of Engineering, China Academy of Engineering Physics, Sichuan Mianyang 621900,China

Received date: 2010-09-09

  Online published: 2025-05-30

摘要

为评估装药埋深对机场跑道爆破毁伤效应的影响,采用非线性动力分析程序对机场跑道进行了爆炸破坏数值模拟,对比分析了不同埋深下爆炸漏斗坑尺寸、爆腔半径、靶体各层损伤区域分布情况,计算表明,存在一个最佳爆深使得爆破漏斗坑体积达到最大值。初步给出了爆炸破坏参数与装药埋深的关系。

本文引用格式

梁斌 , 钱立新 , 任时成 . 装药埋深对机场跑道爆破效应影响数值模拟[J]. 弹箭与制导学报, 2011 , 31(3) : 101 -104 . DOI: 10.15892/j.cnki.djzdxb.2011.03.002

Abstract

In order to study the damage effect of runway blasting at different depth, the numerical simulation of blasting was carried out to estimate different blasting depth at runway with AUTODYN software. Under the simulation conditions, it was revealed that the depth of charge was a factor controlling the damage radius and crater blasting volume. The calculations of fragmentation indicated that the average damage radius and crater blasting volume increased when the depth of charge increased as observed in practical blasting. The simulation shows that at the optimal blasting depth of the explosive charge, the crater blasting volume reaches the maximum. The relation between the depth of charge and damage parameter has been obtained.

参考文献

[1]
隋树元, 王树山. 终点效应学[M]. 北京: 国防工业出版社, 2000.
[2]
中国人民解放军总后勤部. GJB 1278-1991军用机场水泥混凝土道面设计规范[S]. 1992.
[3]
Josef Leppanen. Experiments and numerical analyses of blast and fragment impacts on concrete[J]. International Journal of Impact Engineering, 2005, 31(7): 843-860.
[4]
Riedel W. Penetration of reinforced concrete by BETA-B-500 numerical analysis using a new macroscopic concrete model for hydrocodes[C]// Pro. of the 9th Int. Sym. on Interaction of the Effects of Munitions with Structures. Berlin: Norwegian Defense Construction Service, 1999. 315-322.
[5]
AUTODYN. Users manual[M]. California: Century Dynamics Corporation, 2005.
[6]
Holmquist T J, Johnson G R. A computational constitutive model for concrete subjected to largestrains, high strain rates, and high pressures[C]// Michael J.M, Joseph E. B. 14th International Symposium on Ballistics. Quebec, Canada: 1993: 591-600.
[7]
董海山. 炸药及相关物性[M]. 北京: 科学出版社出版, 1999.
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