头部带肋板的异形结构弹体斜贯穿混凝土薄靶实验和数值模拟

张健东 武海军 李伟 李金柱 皮爱国

张健东, 武海军, 李伟, 李金柱, 皮爱国. 头部带肋板的异形结构弹体斜贯穿混凝土薄靶实验和数值模拟[J]. 高压物理学报, 2021, 35(6): 065103. doi: 10.11858/gywlxb.20210723
引用本文: 张健东, 武海军, 李伟, 李金柱, 皮爱国. 头部带肋板的异形结构弹体斜贯穿混凝土薄靶实验和数值模拟[J]. 高压物理学报, 2021, 35(6): 065103. doi: 10.11858/gywlxb.20210723
ZHANG Jiandong, WU Haijun, LI Wei, LI Jinzhu, PI Aiguo. Experiment and Numerical Simulation on Oblique Penetrating Concrete Targets by a Special-Shaped Projectile with Ribbed Head[J]. Chinese Journal of High Pressure Physics, 2021, 35(6): 065103. doi: 10.11858/gywlxb.20210723
Citation: ZHANG Jiandong, WU Haijun, LI Wei, LI Jinzhu, PI Aiguo. Experiment and Numerical Simulation on Oblique Penetrating Concrete Targets by a Special-Shaped Projectile with Ribbed Head[J]. Chinese Journal of High Pressure Physics, 2021, 35(6): 065103. doi: 10.11858/gywlxb.20210723

头部带肋板的异形结构弹体斜贯穿混凝土薄靶实验和数值模拟

doi: 10.11858/gywlxb.20210723
基金项目: 国家自然科学基金(12072039,11572048)
详细信息
    作者简介:

    张健东(1996-),男,硕士研究生,主要从事材料与结构冲击动力学研究. E-mail:zjd_bit@163.com

    通讯作者:

    武海军(1974-),男,博士,教授,主要从事爆炸与冲击动力学研究. E-mail:wuhj@bit.edu.cn

  • 中图分类号: O383

Experiment and Numerical Simulation on Oblique Penetrating Concrete Targets by a Special-Shaped Projectile with Ribbed Head

  • 摘要: 为了探究一种新型头部带肋板的异形结构弹体斜贯穿混凝土靶的能力和弹道稳定性,利用一级轻气炮,开展了250~350 m/s速度范围内,以0°、15°和30°倾角贯穿300 mm厚混凝土靶的实验,并对同质量、同质心位置的尖卵形头部弹体和头部带肋板异形弹进行了不同速度和倾角下贯穿混凝土靶的模拟计算,模拟结果与实验结果吻合较好。实验和数值模拟结果表明:斜侵彻会降低弹体的贯穿能力,同时影响弹体姿态;在实验工况下,靶板贯穿只有开坑区和冲塞区,开坑区会增大弹体姿态角,而冲塞区会减小弹体姿态角;与尖卵形弹相比,虽然该异形弹头部凸台结构增加了弹靶作用面积导致侵彻能力下降,但是头部的肋板结构使得弹体侵入靶体时受到的偏转力矩更小,弹体有更为优异的抗偏转效果和弹道稳定性。

     

  • 图  战斗部以10°倾角贯穿多层混凝土靶[10]

    Figure  1.  Projectile perforated the multilayerconcrete targets at 10° inclination[10]

    图  弹体头部结构示意图(单位:mm)

    Figure  2.  Sketch of the projectile (Unit: mm)

    图  弹体实物

    Figure  3.  Photograph of the projectile

    图  实验系统示意图(a) 和实验现场(b)

    Figure  4.  Sketch of the experimental system (a) and experimental site (b)

    图  弹体斜侵彻姿态

    Figure  5.  Oblique penetration attitude of the projectile

    图  回收弹体

    Figure  6.  Residual projectiles

    图  弹道轨迹示意图

    Figure  7.  Attitude deflection of the projectile

    图  5发实验靶体的正面(a) 和背面(b) 破坏情况

    Figure  8.  Damage condition of front (a) and back (b) of the experimental target

    图  尖卵形弹体结构示意图(单位:mm)

    Figure  9.  Sketches of the ogive-nose projectile (Unit: mm)

    图  10  有限元模型

    Figure  10.  Finite element model

    图  11  HJC模型压缩损伤云图

    Figure  11.  Compression damage obtained by HJC model

    图  12  TCK模型拉伸损伤云图

    Figure  12.  Tensile damage obtained by TCK model

    图  13  弹道偏转

    Figure  13.  Ballistic trajectory

    图  14  不同工况下弹体的剩余速度

    Figure  14.  Residual velocities of projectilesunder different cases

    图  15  侵彻过载-时程曲线

    Figure  15.  Over-load versus time curves of projectiles

    图  16  以不同初始速度侵彻时弹体的姿态角-时间变化曲线

    Figure  16.  Attitude angle versus time curves of projectile under different initial velocities

    图  17  不同倾角侵彻时的姿态角-时间变化曲线

    Figure  17.  Attitude angle curves of projectile underdifferent inclination angles

    图  18  弹体偏转力矩变化曲线

    Figure  18.  Deflection moment curves of projectiles

    表  1  弹体贯穿混凝土靶实验结果

    Table  1.   Experimental results of projectiles penetrating concrete targets

    No.$\,\beta $0/(°)$\,\beta $1/(°)v0/(m·s−1)v1/(m·s−1)d1/cmd2/cm
    1 00322.3133.5 59.470.1
    215−4 330.8106.4 53.662.0
    315−27 258.025.239.162.5
    4301335.981.759.674.5
    530−31 259.613.455.555.9
    下载: 导出CSV

    表  2  HJC材料模型参数

    Table  2.   Parameters of HJC material model

    $\,\rho $/(g·cm−3)G/GPaABCNfc/MPa
    2.52140.791.60.0070.6138
    T/MPaɛf,minSmaxEPSOpc/MPaμcpL/GPa
    3.820.01710−612.736.78×10−40.8
    ULD1D2K1/GPaK2/GPaK3/GPa
    0.110.0371.085−171208
    下载: 导出CSV

    表  3  TCK材料模型参数

    Table  3.   Parameters of TCK material model

    $\,\rho $/(g·cm−3)E/GPaG/GPaK/GPaνk/m−3mfc/MPa
    2.5233.61418.680.25.753×1021638
    KIC/(MPa·m1/2)εf,minABCND1D2
    2.7470.010.791.60.0070.610.0371.0
    下载: 导出CSV

    表  4  实验与数值模拟结果对比

    Table  4.   Comparison of experimental and numerical simulation results

    No.v0/(m·s−1)$\,\beta $0/(°)v1/(m·s−1) Error of v1/% $\,\beta $1/(°) Error of $\,\beta $1
    Exp.HJCTCKHJCTCKExp.HJCTCKHJCTCK
    1322.3 0133.5 126.4132.4 5.30.8 000 0 0
    2330.815106.4 103.9112.12.35.4 −4 −6.9−5.53.11.6
    3258.01525.2No perforation No perforation −27 No perforation No perforation
    4335.93081.7 73.9 89.79.58.0 1−4.7−2.15.73.3
    5259.63013.4No perforation No perforation −31 No perforation No perforation
    下载: 导出CSV
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出版历程
  • 收稿日期:  2021-03-04
  • 修回日期:  2021-03-18

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