|Table of Contents|

Numerical Analysis of Explosion Process in Soil(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2011年01期
Page:
96-99,17
Research Field:
Publishing date:
2011-03-20

Info

Title:
Numerical Analysis of Explosion Process in Soil
Author(s):
ZHAO Jun-hai1 FENG Hong-bo2 TIAN Hong-wei3 WEI Xue-ying1
1. School of Civil Engineering, Chang'an University, Xi'an 710061, Shaanxi, China; 2. Wuhan Architectural Design Institute, Wuhan 430014, Hubei, China; 3. Kunshan Architectural Deign Co., Ltd., Kunshan 215300, Jiangsu, China
Keywords:
explosion in soil concentrated charge radius of explosion cavity scale distance peak pressure
PACS:
TU431
DOI:
-
Abstract:
A numerical simulation of explosion process with concentrated charge in soil was carried out by using finite element analysis software ANSYS/LS-DYNA. The dynamic response of soil medium, the formation and development law of explosion cavity and the explosion wave propagation law in soil were investigated. The results indicate that the radius of explosion cavity is about seven times original radius of concentrated charge. When the wave-amplitude face of explosion wave gets to the testing elements, pressure at that position increases to a peak value of overpressure instantly and then gradually decreases with time. The peak pressure falls obviously with increasing of scale distance. The numerical simulation results agree well with the theoretical calculation results.

References:

[1] 顾文彬,叶序双,詹发民,等.球形装药半无限土介质中爆炸动力学分析[J].工程爆破,1999,5(1):5-10. GU Wen-bin,YE Xu-shuang,ZHAN Fa-min,et al.Dynamic Analysis on Spherical Charges Exploding in Semi-infinite Soil Medium[J].Engineering Blasting,1999,5(1):5-10.
[2]陈 涛,郭院成,顾强康.爆炸法加固黄土地基数值模拟[J].重庆建筑大学学报,2007,29(6):80-83. CHEN Tao,GUO Yuan-cheng,GU Qiang-kang.Numerical Simulation of Explosion Method in Loess Ground Treatment[J].Journal of Chongqing Jianzhu University,2007,29(6):80-83.
[3]SPIVAK A A.Comparison of the Effects in the Rock Mass of Large-scale Chemical and Nuclear Explorsions[D].Washington DC:USDOE,1994.
[4] HAO H,WU C Q.Scaled-distance Relationship for Chamber Blast Accidents in Underground Storage of Explosives[J].Fragblast,2001,5(1/2):57-90.
[5]赵跃堂,梁 晖,范 斌.饱和土中爆炸波传播问题的数值模拟[J].爆炸与冲击,2007,27(4):352-357. ZHAO Yue-tang,LIANG Hui,FAN Bin.Numerical Simulation of Explosion Wave Propagation in the Saturated Soil[J].Explosion and Shock Waves,2007,27(4):352-357.
[6]施 鹏,邓国强,杨秀敏,等.土中爆炸地冲击能量分布研究[J].爆炸与冲击,2006,26(3):240-244. SHI Peng,DENG Guo-qiang,YANG Xiu-min,et al.Study on Ground Shock Energy Distribution of Explosion in Soil[J].Explosion and Shock Waves,2006,26(3):240-244.
[7]WANG J.Simulation of Landmine Explosion Using LS-DYNA 3D Software:Benchmark Work of Simulation of Explosion in Soil and Air[R].Salisbury:Aeronautical and Maritime Research Laboratory,2001.
[8]亨利奇J.爆炸动力学及其应用[M].熊建国,译.北京:科学出版社,1987. HENRYCH J.Dynamics of Explosion and Its Applications[M].Translated by XIONG Jian-guo.Beijing:Science Press,1987.
[9]WANG Zhong-qi,LU Yong,HAO Hong.Numerical Investigation of Effects of Water Saturation on Blast Wave Propagation in Soil Mass[J].Journal of En-gineering Mechanics,2004,130(5):551-561.
[10]TM 5-1300,Structures to Resist the Effects of Accidental Explosions[S].

Memo

Memo:
-
Last Update: 2011-03-20