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类椭圆截面弹侵彻有限厚混凝土靶板弹道研究

时振清1,刘彦1,2,3*,王晓锋1,闫俊伯1,白帆1,司鹏1,3,黄风雷1   

  1. 1.北京理工大学 爆炸科学与安全防护全国重点实验室; 2.北京理工大学 重庆创新中心; 3.北京理工大学 长三角研究院(嘉兴)
  • 收稿日期:2024-11-19 修回日期:2025-04-30
  • 基金资助:
    中国博士后科学基金第76批面上项目(2024M764116)

Ballistics of Quasi-Elliptic Cross-Sectional Projectile Penetration Limited Thickness Concrete Targets

SHI Zhenqing1, LIU Yan1,2,3*, WANG Xiaofeng1, YAN Junbo1, BAI Fan1, SI Peng1,3, HUANG Fenglei1   

  1. 1. State Key Laboratory of Explosion Science and Safety Protection, Beijing Institute of Technology; 2. Chongqing Innovation Center, Beijing Institute of Technology; 3. Yangtze Delta Region Academy of Beijing Institute of Technology
  • Received:2024-11-19 Revised:2025-04-30

摘要: 为探索类椭圆截面弹体侵彻有限厚混凝土靶板的弹道特性,开展了类椭圆截面弹体正、斜侵彻不同厚度混凝土靶实验。结合FEM-SPG数值模拟方法,研究了类椭圆截面弹体不同侵彻阶段纵向加速度和弹道偏转角度的变化趋势。讨论了着靶速度、靶板厚度、着靶倾角、滚转角和攻角等因素对弹道偏转的影响规律。研究结果表明:类椭圆截面弹体正侵彻有限厚靶板时,弹道会向小端侧偏转,且随着靶板厚度的增加,弹道偏转角随之增大。通过数值模拟分析发现弹道偏转主要发生在隧道阶段和冲塞阶段,开坑阶段造成的偏转仅为最终偏转角度的1.4%。存在一个临界着靶速度,使高于此速度下的正侵彻弹道偏转角随着侵彻速度增加而减小,低于此速度时变化规律相反;临界速度随靶厚增加呈现先上升再下降至稳定值的非单调变化规律。弹体以同一倾角斜侵彻时,随着攻角的增加(-6°~ +6°),弹道由向下偏转变为向上偏转;当攻角为2°时,在0°~ 30°着靶倾角范围内,具有良好的弹道稳定性;在Oxz平面上,弹体姿态的稳定性随滚转角的增大总体上呈先减弱后增强的趋势;当滚转角小于150°,弹体结束与靶体作用后,弹体呈现负攻角。

关键词: 类椭圆截面弹体, 斜侵彻, 有限厚混凝土, 弹道特性

Abstract: To investigate the ballistic characteristics of a quasi-elliptical cross-section projectile penetrating finite- thickness concrete targets, tests were carried out on the normal and oblique penetration of quasi-elliptical cross-section projectiles into concrete targets with different thicknesses. Combined with numerical simulation using the FEM-SPG algorithm, the trends of the longitudinal acceleration and trajectory deflection angle of the projectile during different penetration process were analyzed. The effects of factors such as impact velocity, target plate thickness, oblique angle,rotation angle and attack angle on the trajectory deflection were discussed. The research results show that the trajectory deflects toward the small end, and the deflection mainly occurs in the tunnel stage and the plugging stage, when a quasi-elliptical cross-section projectile penetrates a target plate of finite thickness. As the thickness of the target plate increases, the trajectory deflection angle increases. The deflection caused by the cratering stage is only 1.4% in the final deflection angle by numerical simulation. There is a critical impact speed , which makes the deflection angle of the normal penetration trajectory decrease with the increase of the penetration speed above this target impact speed, while below this critical value, an inverse relationship is observed. Furthermore, the critical speed demonstrates non-monotonic dependence on target thickness, exhibiting an initial increase followed by progressive reduction until stabilization occurs. As the angle of attack increases (-6°~+6°), the trajectory changes from downward deflection to upward in the same oblique angle. The trajectory deflection angle is less than 2°, which has good ballistics stability in 2° angle of attack, within the range of 0°~30° oblique angle. The attitude stability of the projectile generally weakens first and then increases with the increase of the rolling angle in the xoz plane. When the rolling angle is less than 150°, the projectile shows a negative angle of attack after it ends interacting with the target.

Key words: quasi-elliptic cross-sectional projectile, oblique penetration, finite-thick concrete targets, ballistics

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