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弹体侵彻岩体效应试验与理论研究 被引量:14

EXPERIMENTAL AND THEORETICAL STUDIES OF PROJECTILE PENETRATING ROCKS
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摘要 研究弹体在现场岩体中的侵彻效应对地下防护工程建设和武器战斗部设计都具有重要的现实意义,对弹体过载特性研究,不仅对钻地武器战斗部设计尤为重要,而且对全面认识侵彻过程中弹体的运动规律和与岩体的相互作用规律都有很大帮助。为了研究弹体侵彻岩体过程中的过载特性,开展了φ100 mm和φ300 mm弹的侵彻岩体试验,试验中测量得到的弹体过载曲线表明,在侵彻岩体过程中,弹体过载可以分为3个阶段:过载迅速增大阶段、过载稳定并缓慢减小阶段和过载迅速减小阶段。弹体侵彻岩体过程中在侵彻深度达到4倍的弹体半径时,受到的过载最大;弹体在侵彻过程中由于受到应力波的作用,弹体头部处的岩体受到损伤使其阻滞弹体侵彻的能力下降。根据所获得的试验结果并结合国外试验数据,提出一个新的岩体侵彻深度计算公式。计算结果表明,在一定范围内该公式的计算精度不低于著名的Young公式。针对试验结果,采用数值计算方法进行了模拟,计算结果与试验结果基本一致。 The penetration effects of projectiles impacting rocks are of great significance in the underground protective engineering and the weapon warhead designs. Especially, issue of the overload of the projectiles is more essential as the key technology for the warhead designs, but also great help to make a clear definition of the motion laws of the projectile and the interactions between projectiles and the rock targets. In order to study the overload characteristics of projectiles penetrating rocks, rock-penetrating experiments were carried out using projectiles with diameters φ100 mm and φ300 mm, respectively. The overload versus time curve was recorded by means of an overload measurement system. Based on the overload curves, the projectiles' overload can be divided into three phases: the overload of rapid increasing as the contact area increases: the overload reducing slowly after the nose enters the targets: and the overload reducing rapidly to zero when the projectile's energy is almost used up From the achieved overload curves, it can be obtained that the projectiles have the peak overloads when the penetration depths come up to two times the diameter of projectile. The rocks around the projectile's nose are damaged due to the stress wave of penetration, and then, the targets have less ability to prevent the projectiles' motion. On the basis of the experimental results, a new formula of penetration depth has been presented here with reference to experimental data of other tests. The precision is not lower within certain range in comparison with the widely accepted Young's formula. Numerical simulation is in good agreement with the experimental results.
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2008年第5期946-952,共7页 Chinese Journal of Rock Mechanics and Engineering
基金 国家自然科学基金资助项目(10672186)
关键词 岩石力学 数值模拟 侵彻 试验研究 经验公式 过载 rock mechanics numerical simulation penetration experimental study empirical formula overload
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参考文献15

  • 1周宁,任辉启,沈兆武,何祥,刘瑞朝,吴飚.侵彻钢筋混凝土过程中弹丸过载特性的实验研究[J].实验力学,2006,21(5):572-578. 被引量:22
  • 2金丰年.钻地武器及计算[M].北京:解放军出版社,2006.
  • 3尹放林,严少华,钱七虎,王明洋.弹体侵彻深度计算公式对比研究[J].爆炸与冲击,2000,20(1):79-82. 被引量:39
  • 4任辉启,何翔,刘瑞朝,金栋梁,吴飚.弹体侵彻混凝土过载特性研究[J].土木工程学报,2005,38(1):110-116. 被引量:24
  • 5王明洋,戚承志,钱七虎,丁常树,罗昆升.岩石变形和破坏力学的基本问题[J].解放军理工大学学报(自然科学版),2002,3(3):33-37. 被引量:20
  • 6王明洋,戚承志,陈士林,等.岩石中侵彻与爆炸作用的近区问题[C]// 中国岩石力学与工程学会编.第八次全国岩石力学与工程学术大会论文集.北京:中国科学技术出版社,2004:105-110.
  • 7刘瑞朝 任辉启 吴飚 等.射弹侵彻混凝土深度经验公式评估与分析.兵工学报,2003,23:100-104.
  • 8FORRESTAL M J,FREW D J,HANCHAK S J,et al.Penetration of grout and concrete targets with ogive-nose steel projectiles[J].International Journal of Impacting Engineering,1996,18(5):465-476.
  • 9WILLIAM P J.Comparison of two empirical equations with large scale penetrator tests into in situ rock targets[C]// Proceedings of the 11th International Symposium on Interaction of the Effects of Munitions with Structure.Mannheim:Germany,[s.n.],2003:1-9.
  • 10BERNARD R S.Empirical analysis of projectile penetration in rock[R].Vicksburg,MI:Army Waterways Experiment Station,1976.

二级参考文献44

  • 1任辉启,何翔,刘瑞朝,金栋梁,吴飚.弹体侵彻混凝土过载特性研究[J].土木工程学报,2005,38(1):110-116. 被引量:24
  • 2俞茂宏.岩土类材料的统一强度理论及其应用[J].岩土工程学报,1994,16(2):1-10. 被引量:301
  • 3席道瑛,郑永来.PVDF压电计在动态应力测量中的应用[J].爆炸与冲击,1995,15(2):174-179. 被引量:46
  • 4陈宗基.地下巷道长期稳定性的力学问题[J].岩石力学与工程学报,1982,1(1):1-19.
  • 5C W Young. Penetration Equations. SAND97-2426, DE98001508.
  • 6Fonestal, M J , Frew, D J , Hanchak, S J , Brat, N S . Penetration of Grout and Concrete Targets with Ogive-nose Stell Projectiles [J]. Int J Impaet Engng. 1996,18(5):465-476.
  • 7Beth, R A. Concrete Penetration[ R ]. NDRC REPORT NO. A-319, OSRD Report N0.4856.
  • 8Protective Design Fundamentals d Protective Design (Non-Nuclear). Depamnent of the Army Technical Manual TM5-855-1.July 1965.
  • 9Bernard, R S.Empirical Analysis of Projectile Penetration in Rock. vs. Army Waterways Experiment Station Paper AEWESMP-S-77-16.1976.
  • 10Teland J A , A Review of Empirical Equations for Missile Impact Effects on Concrete, FFI/RAPPORT-97/05856.

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