Finite Element Analyses of the Penetration Depth of Ogive-nosed Projectiles into Conventional and Very-High Strength Concrete Targets

G. Urgessa, Robert Sobeski
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Abstract

The objective of this paper is to present the development and assessment of finite element (FE) models used for analyzing projectile penetration depth in targets made from conventional (23 MPa) to very-high strength concretes (157 MPa). Results from the FE models were compared with experimental values. The effects of varying concrete compressive strength, projectile diameter, nose shape, and striking velocity on the penetration depth of the targets were captured. Two concrete constitutive material models, the Holmquist-Johnson-Cook and the Advanced Fundamental Concrete models, were implemented in the FE analyses for determining their suitability in predicting penetration mechanics with reasonable accuracy. In most cases, the finite element results were able to predict penetration depth experimental values within a total root mean square of 10% or less considering a wide-range of projectile striking velocities. Both concrete constitutive models were shown to be suitable for penetration mechanics problems. However, based on the findings of this paper, caution should be exercised in applying the material models for targets made from harder aggregates such as quartz. 
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锥形弹对常规和超高强度混凝土目标侵彻深度的有限元分析
本文的目的是介绍有限元模型的发展和评估,用于分析弹丸在由常规(23mpa)到超高强度混凝土(157mpa)制成的目标中的侵彻深度。将有限元模型计算结果与实验值进行了比较。研究了混凝土抗压强度、弹丸直径、弹鼻形状和冲击速度对目标侵彻深度的影响。在有限元分析中,采用了Holmquist-Johnson-Cook和Advanced basic concrete两种混凝土本构材料模型,以确定它们在合理精度下预测侵彻力学的适用性。在大多数情况下,考虑到大范围的弹丸撞击速度,有限元结果能够在10%或更小的均方根范围内预测侵彻深度的实验值。两种混凝土本构模型均适用于侵彻力学问题。然而,基于本文的发现,在将材料模型应用于由较硬的聚集体(如石英)制成的目标时,应谨慎行事。
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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