NUMERICAL MODELING OF HIGH-VELOCITY, PROJECTILE PENETRATING CONCRETE BLOCKS REINFORCED BY TEFLON SHEETS

Aya E. Elhozayen, Mohamed Y. Lassi, W. Attia
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引用次数: 1

Abstract

Recently, the concern about protecting people and structures has increased due to the increasing number of terrorist attacks. This paper presents a numerical simulation of plain concrete blocks with an unconfined compressive strength of 35 MPA, reinforced by Teflon sheets and subjected to ballistic impact by a high-velocity rigid projectile (960 m/s). The reinforcement sheets are modeled with different thicknesses and located at different depths from the face of the concrete target. The Teflon material was chosen due to its high impact strength over a wide range of temperatures. A validation model was conducted and results showed a good agreement with previous experimental results. The investigation presents the development of a finite element accurate model using AUTODYN 3D. The Lagrangian formulation numerical technique is used to model both the projectile and the concrete target. The main findings showed an enhancement in the penetration resistance of concrete target when reinforced by Teflon sheets compared to the concrete resistance without reinforcement, where the projectile depth of penetration was reduced by 64.8% and the full damage depth of the concrete target was also reduced by 58%, which demonstrates the great performance of the chosen reinforcement in the shock wave propagation.
聚四氟乙烯板增强高速弹丸穿透混凝土块体的数值模拟
最近,由于恐怖袭击的增加,人们对保护人员和建筑物的关注有所增加。本文对无侧限抗压强度为35 MPA的普通混凝土块体进行了数值模拟,该块体采用聚四氟乙烯板加固,受到高速刚性弹丸(960 m/s)的弹道冲击。钢筋板具有不同的厚度,位于距离混凝土目标表面不同的深度。选择聚四氟乙烯材料是因为它在很宽的温度范围内具有很高的冲击强度。建立了验证模型,结果与实验结果吻合较好。本文介绍了利用autodyn3d建立有限元精确模型的方法。采用拉格朗日公式和数值技术对弹丸和具体目标进行了建模。研究结果表明,与未加筋的混凝土相比,经特氟隆板加固后的混凝土靶体抗侵彻能力增强,弹丸侵彻深度降低64.8%,混凝土靶体完全损伤深度降低58%,表明所选择的钢筋在冲击波传播方面具有良好的性能。
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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