Comparative numerical studies of the mechanical efficiency of sandwich-panels with different non-/auxetic prismatic and lattice cores subjected to ballistic loading

IF 3.5 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY
Forces in mechanics Pub Date : 2026-03-01 Epub Date: 2026-01-31 DOI:10.1016/j.finmec.2026.100354
Marcel Walkowiak, Denis Anders, Ulf Reinicke
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Abstract

Civil as well as military facilities, vehicles and applications must increasingly meet higher safety standards to ensure the highest possible protection against extraordinary stresses such as ballistic and/or air-blast loading. The use of lightweight sandwich constructions is considered an efficient and promising measure for enhancing passive safety and maintaining structural integrity. In addition to increased bending stiffness compared to monolithic plates of the same weight, they also exhibit a more favorable behavior under dynamic loading scenarios. The influence of open and closed auxetic core geometries on the relevant mechanical parameters under impact loads of spherical rigid projectiles (rsph = 15 mm, msph = 10 g) with velocities of 200 ms−1 will be analyzed in the present study in order to be able to draw principal conclusions on the auxetic mechanisms and their effectiveness. A new performance indicator is suggested in this context. Numerical studies were performed using the commercial finite element code ABAQUS/Explicit. This included a validated material model for the aluminum alloy EN AW-7108 T6, which considers strain-rate dependent plastic material behavior and typical failure criteria. A comparison with a monolithic reference plate of the same mass and conventional non-auxetic core topologies allows a final efficiency assessment of the sandwich designs with a modified internal structure. The displacements of the rear face surfaces as well as the resulting stresses on supporting structures can be reduced by up to 90 percent and the plastically dissipated energy can be increased by up to 15 percent for some core variants.

Abstract Image

弹道力作用下不同非/不对称棱柱芯和格子芯夹层板力学效率的数值比较研究
民用和军用设施、车辆和应用必须越来越多地满足更高的安全标准,以确保对弹道和/或空气爆炸载荷等特殊应力的最高保护。使用轻质夹层结构被认为是一种有效和有前途的措施,以提高被动安全性和保持结构的完整性。除了与相同重量的单片板相比增加的抗弯刚度外,它们在动态加载场景下也表现出更有利的行为。在速度为200 ms−1的球形刚性弹丸(rsph = 15 mm, msph = 10 g)的冲击载荷下,本研究将分析开放和封闭的消磁芯几何形状对相关力学参数的影响,以便能够得出消磁机理及其有效性的主要结论。在这方面,建议设立一个新的业绩指标。采用商业有限元代码ABAQUS/Explicit进行数值研究。其中包括针对铝合金EN AW-7108 T6的验证材料模型,该模型考虑了应变率相关的塑性材料行为和典型的失效准则。与相同质量的单片参考板和传统的非辅助核心拓扑进行比较,可以对具有修改内部结构的夹层设计进行最终的效率评估。后表面的位移以及由此产生的对支撑结构的应力可以减少高达90%,对于一些核心变体,塑性耗散能量可以增加高达15%。
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来源期刊
Forces in mechanics
Forces in mechanics Mechanics of Materials
CiteScore
3.50
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审稿时长
52 days
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