Study on the Penetration Characteristics of Deep Space Impactor into Concrete

Cheng Zhou, Yan Wang, Liang Xu, Cungui Yu
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Abstract

In order to understand the effect of initial parameters on penetration characteristics when a deep space impactor penetrates concrete, a dynamic simulation model of deep space impactor penetration of concrete is established, and the accuracy of the simulation model is verified by ground tests. Through the simulation model, the penetration depth, penetration overload peak, and impactor structural strength of the impactor under different conditions such as different inclination angles, different invasion angles of attack, inclination angle and invasion angle coexist, and and other penetrating properties were analyzed. The results show that the angle of attack and the angle of attack should be minimized when the impactor is released, so that the deflection of the impactor's penetration trajectory is smaller, and the required penetration depth can be achieved with a lower invasion speed and a smaller peak of penetration overload. This article can provide some theoretical references for the structural design of deep space impactors.
深空冲击器对混凝土的侵彻特性研究
为了解深空冲击器侵彻混凝土时初始参数对侵彻特性的影响,建立了深空冲击器侵彻混凝土的动态仿真模型,并通过地面试验验证了仿真模型的准确性。通过仿真模型,分析了不同倾角、不同攻角、倾角与攻角共存等不同条件下冲击器的侵彻深度、侵彻过载峰值、冲击器结构强度等侵彻性能。结果表明,释放冲击器时应尽量减小迎角和攻角,使冲击器侵彻弹道的偏转较小,以较低的侵彻速度和较小的侵彻过载峰值实现所需的侵彻深度。本文可为深空撞击器的结构设计提供一定的理论参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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