弹体侵彻混凝土后的反弹效应

REBOUND EFFECT OF PROJECTILE PENETRATING INTO CONCRETE

  • 摘要: 为探究弹体侵彻混凝土后的反弹效应并揭示机理,依据弹体侵彻-反弹过程力学模型提出基本理论假设,基于空腔膨胀理论量化弹体弹性形变量,建立反弹加速、减速和平抛阶段运动方程,推导得到反弹位移、速度和加速度的解析解;研究了数值模拟复现弹体反弹现象的技术手段,通过模拟结果验证了理论假设的合理性,与理论解进行了对比分析。结果表明:弹体在侵彻素混凝土靶体时弹体弹性变形势能释放是弹体反弹效应的主要原因,其弹性变形大小与侵彻初速度、弹体半径、弹体质量、弹体弹性模量、弹体长度等因素均有关,等质量弹体长径比越大反弹效应越明显。

     

    Abstract: In order to explore the rebound effect of projectile penetrating into concrete and reveal the mechanism, a basic theoretical hypothesis is put forward according to the mechanical model of the penetration-rebound process. The elastic deformation of the projectile is quantified based on the cavity expansion theory, and the rebound motion equation is established. The analytical solutions of displacement, velocity and acceleration in the rebound stage are obtained. It is studied that the technical means of numerical simulation to reproduce the rebound phenomenon of projectile. The rationality of the theoretical hypothesis is verified by the simulation results compared with the theoretical solution. The results show that the recovery of elastic deformation is the main reason for the rebound effect when the projectile penetrates the plain concrete target. The elastic deformation is related to the initial penetration velocity, the radius of the projectile, the mass of the projectile, the material density of the target plate and the shape coefficient of the projectile. The larger the aspect ratio of the projectile with the same mass, the more obvious the rebound effect.

     

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