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密闭空间内爆炸缩比相似模型研究 被引量:9

Scale similarity model of internal explosion in closed field
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摘要 以相似理论为基础,对密闭空间内爆炸毁伤参数进行量纲分析,建立密闭空间内爆炸相似模型,用LSDYNA进行原模型装药递增直至结构破坏计算,并以结构产生裂纹的临界装药量进行缩比系数分别为0.8,0.6,0.4,0.2,0.1的缩比模型仿真计算。结果表明,结构尺寸不变而药量变化时壁面的冲击波服从相似规律;反射超压服从以受单、双及三面墙影响分开考虑的相似规律;冲量由于受结构破损影响不服从相似规律;缩比系数不小于0.1时缩比模型与原模型壁面的冲击波超压、比例脉冲宽度及比例冲量服从相似规律,缩比模型冲击波超压、比例脉冲宽度及比例冲量与原模型最大相对误差分别为3.3%、4.96%、5.1%;随缩比系数的减小,结构壁面的冲击波超压及冲量呈现出离散分布特性,相似程度有所降低。在研究的缩比系数范围内,可利用缩比模型试验结果预测原模型内爆炸毁伤效应。 The damage parameters of internal explosion in closed field were analyzed by using the dimension analysis principle, and the scale similarity model of internal explosion in closed field was established based on the similarity theory. The internal explosion according to the original model under seceessively incremental charging until structural damage and the scale model under critical charging of structural crack appearance with different scale coefficient values of 0.8, 0.6, 0.4, 0.2 and 0.1 respectively were simulated by using LS-DYNA code. The results show that, when the structure size maintains constant and the explosive quantity is changed, the arrival time of shock wave on the wall obeys similarity law; the shockwave overpressure also obeys similarity law when the wall is considered seperately and the effects of one wall, two walls and three walls were inspected respectively; however the impulse does not fit similarity law due to the influence of structural damage. The shockwave overpressure, scale pulse width T/Q ^-1/3 and scale impulse i/ Q^-1/3 on the wall in the scale model and original model obey similarity law when the scale coefficient is not less than 0.1, and the maximum relative errors of shockwave overpressure, scale pulse width and scale impulse between the scale model and original model are less than 3. 3% , 4. 96% and 5. 1% respectively. As the scale coefficient decreases, the shockwave overpressure, scale pulse width and scale impulse on the wall show a discrete distribution and the similarity degree decreases gradually. So if the scale coefficient is within the scope of this study, it is feasible to predict the damage effect by the original model of internal explosion by using the results of scale mode experiments.
出处 《振动与冲击》 EI CSCD 北大核心 2014年第2期128-133,140,共7页 Journal of Vibration and Shock
关键词 爆炸力学 相似定律 密闭空间 内爆炸 冲击波超压 explosion mechanics similarity law closed field internal explosion shoekwave overpressure
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  • 1凌贤长,胡庆立,欧进萍,陆钦年.土-结爆炸冲击相互作用模爆试验相似设计方法[J].岩土力学,2004,25(8):1249-1253. 被引量:15
  • 2张均奎,王正国,冷华光,杨志焕,李晓炎,尹友国,马孝华.冲击波负压致伤作用的研究[J].中华创伤杂志,1993,9(3):154-157. 被引量:5
  • 3朱文辉,薛鸿陆,刘仓理,韩钧万.爆炸容器承受内部加载的实验研究[J].爆炸与冲击,1995,15(4):374-381. 被引量:13
  • 4范鹏贤,宋锋良.温压武器的原理及其发展现状[J].科技资讯,2006,4(27):36-36. 被引量:8
  • 5SPENCER A F, MCKIVRIGAN J L. Preliminary design procedures for suppressive shield [R]. USA: 爱基伍德兵工厂,1976.
  • 6李铮.钢筋混凝土抑爆间室的试验研究[A].见:防护工程学会第四届理事会暨第七次学术年会论文集[C].井冈山防护工程学会:2000.416-425.
  • 7李信增.人防工程防护原理及设计[M].南京:工程兵工程学院,1986.
  • 8贝克 W E.空中爆炸[M].江科,译.北京:原子能出版社,1982.
  • 9Bazant Z P.Size Effect in Blunt Fracture:Concrete,Rock,Metal[J].Journal of Engineering Mechanics,1984,110(4).
  • 10Holmquist T J,Johnson G R.A Computational Constitutive Model for Concrete Subjected to Large Strains,High Strain Rates and High Pressure[C]//14th International Symposium on Ballistics,1993:591-600.

共引文献135

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  • 1马建军,陈付生.露天矿多排孔台阶爆破块度计算模型研究[J].武汉冶金科技大学学报,1996,19(1):1-9. 被引量:1
  • 2武海军,黄风雷,陈利,张庆明.动能弹侵彻钢筋混凝土相似性分析[J].兵工学报,2007,28(3):276-280. 被引量:17
  • 3北京工业学院八系《爆炸及其作用》编写组.爆炸及其作用[M].北京:国防工业出版社,1979.259-269.
  • 4易仰贤.空爆冲击波马赫反射近似计算[J].爆炸与冲击,1983,3(2):44-49.
  • 5奥尔连科Л П.爆炸物理学[M].孙承纬,译.北京:科学出版社,2011.
  • 6张德志,李焰,钟方平,林俊德,王等旺,王长利.冲击波壁面反射压力的压杆测试法[J].兵工学报,2007,28(10):1256-1260. 被引量:21
  • 7林俊德.封闭空间的化爆荷载与沙墙消波[J].解放军理工大学学报(自然科学版),2007,8(6):559-566. 被引量:15
  • 8Waterway Experimental Station. Fundamentals of protec- tive design for conventional weapons [ S ]. US Department of the Army, Corps of Engineers, 1986.
  • 9张刘成.内爆炸相似理论与尺寸效应研究[D].南京:南京理工大学,2011.
  • 10Livermore Software Technology Corporation. LS-DYNA key- word uer's manual [ M ]. Version971. California: Livermore Software Technology Corporation,2007:159-160.

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