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面层混凝土对跑道内爆毁伤影响的仿真研究

Numerical Simulation on the Effect of Surface Concrete Layer on Inner Explosion of Runway
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摘要 采用考虑混凝土拉伸破坏的TCK失效模型,运用AUTODYN软件对跑道内爆毁伤进行了数值模拟。研究了炸点置于面层混凝土底部时,不同装药量和不同面层混凝土厚度对爆破漏斗坑参数的影响规律。结果表明:数值模拟结果较好地反映了混凝土因拉伸损伤引起的破裂和抛掷漏斗现象。基于数值模拟得到的漏斗坑参数值,建立了漏斗坑半径、空腔半径与面层厚度的无量纲表达式,计算得到的漏斗坑参数值得到了实验验证。 The explosion damage of runway is numerical simulated using a hydro code of AUTODYN based on TCK damage model considering tensile failure. The effects of charge and surface concrete layer thickness on the explosion crater diameter are obtained when the detonation is at the bottom of surface concrete layer. The results indicate that the model describes well the process of concrete fracture and crater formation in surface concrete. According to the simulation results, the dimensionless expression relating crater radius, cavity radius and the thickness of the surface concrete layer is established to predict the crater parameters during inner explosion in runway. A good agreement is achieved between the crater sizes measured by experiment and that predicted using this empirical equation.
出处 《高压物理学报》 EI CAS CSCD 北大核心 2012年第1期76-82,共7页 Chinese Journal of High Pressure Physics
基金 国防基础科研项目(B1020060357) 爆炸科学与技术国家重点实验室基金(ZDKT11-02)
关键词 内爆 跑道 多层介质 漏斗坑 数值模拟 inner explosion runway multilayer medium crater numerical simulation
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  • 1杨冬梅,王晓鸣.动能弹对有限厚土壤介质靶侵彻的数值仿真[J].弹箭与制导学报,2003,23(S6):58-60. 被引量:4
  • 2J·亨利奇.爆炸动力学及其应用[M].北京:科学出版社,1987..
  • 3叶序双 曹国栋 毛志远.条形药包土中鼓包及土质点运动的试验研究[A]..工程爆破文集〔第三辑〕[C].,1992..
  • 4许连坡 金辉 章培德.土中爆炸空腔的发展过程[J].力学学报,1982,7(5):500-504.
  • 5龙源 林学圣 许连坡.条形药包土中爆炸空腔发展过程的实验研究.爆炸与冲击,1988,8(3):227-235.
  • 6李世海,许连坡,徐小鸿.淤泥、岩土中爆炸鼓包运动规律的研究[J].爆破,1997,14(1):12-17. 被引量:9
  • 7Taylor L M,Chen E P,Kuszmaul J S.Micro-crack induced damage accumulation in brittle rock under dynamic loading[J].Computer Methods Appl Mech Eng,1986,55:301-320.
  • 8Chen E P.Simulation of concrete perforation based on a continuum damage model[C].Carpinteri A.Proceedings of the IUTAM Symposium on size-scale effects in the failure mechanism of materials and structures.Torino,Italy,1994:574-587.
  • 9Holmquist T J,Johnson G R,Cook W H.A computational constitutive model for concrete subjected to large strains,high strain rates,and high pressures[C].14th International Symposium on Ballistics,Québec,Canada,1993.
  • 10Riedel W,Thoma K,Hiermaier S,Schmolinske E.Penetration of reinforced concrete by BETA-B-500 numerical analysis using a new macroscopic concrete model for hydrocodes[C].9th International Symposium,Interaction of the Effects of Munitions with Structures,Mai,1999.

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