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Experimental and theoretical study on steel long-rod projectile penetration into concrete targets with elevated impact velocities

机译:钢长杆弹丸侵彻速度较高的混凝土靶的实验和理论研究

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摘要

To have a better understanding of behaviors of projectiles and concrete targets during impacts at different velocities, experiments and analysis of medium carbon steel long-rod projectiles impact on concrete targets have been carried out in this paper. The impact mechanics of projectiles and concrete targets has been investigated for impact velocities in range of 500 m/s to 1700 m/s covering three penetration regimes. Based on the observation of the residual projectiles and penetration depths, a deforming model has been proposed to investigate the defonnable process of projectiles. Furthermore, deforming penetration model was established based on a rigid penetration model and the projectile deformation parameters, which was validated by the experimental results. The applicability of existing eroding penetration models penetration into concrete were validated and discussed based on the experimental results. At last, the eroding penetration model was further justified and improved by taking the deforming penetration regime into consideration. Influence of projectile and target strength on penetration process were investigated based on the theoretical model. Results show that the crater diameter and depth are linearly proportional to the impact velocity, while the volume of the crater and the initial impact kinetic energy of the projectile have a linear relationship. The calculated diameters of residual projectiles and Depth of Penetration (DOP) with a board range of impact velocities are in good agreement with experimental results. It is noted that the strength of projectiles and concrete targets have significantly influences on DOPs and critical velocities.
机译:为了更好地理解弹丸和混凝土靶在不同速度下的冲击行为,本文对中碳钢长杆弹丸对混凝土靶的冲击进行了实验和分析。已经研究了弹丸和混凝土靶的冲击力学,其冲击速度在500 m / s至1700 m / s的范围内,涵盖了三种穿透方式。在观察剩余弹丸和穿透深度的基础上,提出了一种变形模型来研究弹丸的变形过程。此外,基于刚性侵彻模型和弹丸变形参数建立了变形侵彻模型,并通过实验验证了该模型的正确性。根据实验结果,验证并讨论了现有的侵蚀渗透模型渗透到混凝土中的适用性。最后,通过考虑变形穿透机制,进一步证明和完善了侵蚀穿透模型。在理论模型的基础上,研究了弹丸和目标强度对贯彻过程的影响。结果表明,弹坑的直径和深度与冲击速度成线性比例关系,弹坑的体积与弹丸的初始冲击动能呈线性关系。残余弹丸的直径和击穿深度(DOP)在板速范围内与实验结果非常吻合。应当指出,弹丸和具体目标的强度对DOPs和临界速度有重大影响。

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