卵形弹体侵彻混凝土开坑区侵彻阻力计算

柴传国 皮爱国 武海军 黄风雷

柴传国, 皮爱国, 武海军, 黄风雷. 卵形弹体侵彻混凝土开坑区侵彻阻力计算[J]. 爆炸与冲击, 2014, 34(5): 630-635. doi: 10.11883/1001-1455(2014)05-0630-06
引用本文: 柴传国, 皮爱国, 武海军, 黄风雷. 卵形弹体侵彻混凝土开坑区侵彻阻力计算[J]. 爆炸与冲击, 2014, 34(5): 630-635. doi: 10.11883/1001-1455(2014)05-0630-06
Chai Chuan-guo, Pi Ai-guo, Wu Hai-jun, Huang Feng-lei. A calculation of penetration resistance during cratering for ogive-nose projectile into concrete[J]. Explosion And Shock Waves, 2014, 34(5): 630-635. doi: 10.11883/1001-1455(2014)05-0630-06
Citation: Chai Chuan-guo, Pi Ai-guo, Wu Hai-jun, Huang Feng-lei. A calculation of penetration resistance during cratering for ogive-nose projectile into concrete[J]. Explosion And Shock Waves, 2014, 34(5): 630-635. doi: 10.11883/1001-1455(2014)05-0630-06

卵形弹体侵彻混凝土开坑区侵彻阻力计算

doi: 10.11883/1001-1455(2014)05-0630-06
基金项目: 国家自然科学基金项目(11202029)
详细信息
    作者简介:

    柴传国(1986—), 男, 博士研究生

  • 中图分类号: O385

A calculation of penetration resistance during cratering for ogive-nose projectile into concrete

  • 摘要: 为了研究弹体开坑过程中,弹头表面应力的表达形式,采用高速摄影仪记录弹体在开坑区的位移和时间关系,得到卵形弹体在开坑区的速度和侵深关系。采用最小二乘法对开坑区结束时消耗的弹体动能和侵深关系进行分析,提出开坑过程中弹头表面的应力形式。计算结果表明,该应力形式能较好地描述高速条件下开坑区的侵深和速度关系。
  • 图  1  2种型号弹体结构示意图

    Figure  1.  Schematic of two kind of ogive-nose projectiles

    图  2  侵彻过程中开坑区照片

    Figure  2.  Pictures of crater region during penetration process

    图  3  弹头参量示意图

    Figure  3.  Penetration parameters of ogive-nose projectile

    图  4  最小二乘法对弹体开坑过程中耗能的拟合分析

    Figure  4.  Fitted curves of kinetic energy decrease during cratering

    图  5  OP2型弹开坑区侵彻速度和侵深的关系

    Figure  5.  Relation between penetration velocity and penetration depth during cratering

    图  6  OP5型弹开坑区速度和侵深的关系

    Figure  6.  Relation between penetration velocity and penetration depth during cratering

    表  1  开坑区在侵彻过程中的数据

    Table  1.   Experimental data of crater region during penetration process

    zc/m v/(m·s-1) zc/m v/(m·s-1)
    OP2(Ⅰ) OP2(Ⅱ) OP2(Ⅲ) OP2(Ⅰ) OP2(Ⅱ) OP2(Ⅲ) OP5(Ⅰ) OP5(Ⅱ) OP5(Ⅲ) OP5(Ⅰ) OP5(Ⅱ) OP5(Ⅲ)
    0 0 0 431.2 607.6 431.2 0 0 0 419.3 608.3 780.0
    0.020 0.026 0.020 427.2 599.2 427.2 0.018 0.032 0.016 416.2 601.3 779.9
    0.040 0.061 0.040 418.6 583.2 418.6 0.041 0.064 0.034 412.9 581.2 771.1
    0.060 0.094 0.060 410.7 568.5 410.7 0.065 0.094 0.052 406.0 569.5 749.5
    0.078 0.124 0.078 397.1 550.0 397.1 0.087 0.124 0.070 398.0 560.6 734.7
    0.097 0.097 383.0 383.0 0.109 0.153 0.087 385.3 537.3 720.9
    0.115 0.115 378.1 378.1 0.130 0.104 972.0 707.0
    0.132 0.132 363.6 363.6 0.151 0.120 354.6 692.9
    0.136 678.5
    0.152 663.8
    下载: 导出CSV

    表  2  最小二乘法拟合用的数据

    Table  2.   Parameters for least square fitting

    OP2 OP5
    zc/m vs/(m·s-1) vc/(m·s-1) ΔEi/kJ zc/m vs/(m·s-1) v/(m·s-1)c ΔEi/kJ
    0.132 431.2 363.6 37.610 0.151 419.3 354.6 35.050
    0.124 607.6 550.0 46.674 0.153 608.3 537.3 56.936
    0.126 767.7 661.5 106.247 0.152 780.0 663.8 117.439
    下载: 导出CSV
  • [1] Warren T L, Hanchak S J, Poormon K L. Penetration of limestone targets by ogive-nosed VAR 4340steel penetrators at oblique angles: Experiments and simulations[J]. International Journal of Impact Engineering, 2004, 30(10): 1307-1331. doi: 10.1016/j.ijimpeng.2003.09.047
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    Ma Ai-e, Huang Feng-lei. Experimental research on oblique penetration into reinforced concrete[J]. Transactions of Beijing Institute of Technology, 2007, 27(6): 482-486. doi: 10.3969/j.issn.1001-0645.2007.06.004
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    LüZhong-Jie, Xu Yu-wei, Huang Feng-lei. Transverse deflection of projectile obliquely penetrating into concrete[J]. Acta Armamentarii, 2009, 30(Suppl 2): 301-304. http://www.cnki.com.cn/article/cjfdtotal-bigo2009s2065.htm
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出版历程
  • 收稿日期:  2013-05-03
  • 修回日期:  2013-09-18
  • 刊出日期:  2014-09-25

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