填充直壁四韧带反手性结构抗冲击性能研究

Study on the impact resistance of filled straight-walled four-ligament anti-chiral structures

  • 摘要: 【目的】为了提高负泊松比蜂窝结构在舰船冲击防护领域的应用效能,开展了填充直壁四韧带反手性结构抗冲击性能研究。设计了一种填充泡沫混凝土的新型直壁反手性铝合金蜂窝结构,采用有限元方法对填充蜂窝结构进行建模及数值计算,通过对比其压溃模式、应力应变曲线及比吸能,探讨在蜂窝结构框架中填充泡沫混凝土对其抗冲击性能的提升。结果表明:填充泡沫混凝土的直壁反手性铝合金蜂窝结构会改变其压溃形式,通过分散应力使变形分布更均匀,应力-应变曲线出现脆性材料的响应特性。在高、中低速冲击下,填充结构的比吸能相比无填充结构提升了200%以上。本文所提出的直壁四韧带反手性结构能够显著提升塑性框架与脆性填充物之间的综合性能,并为舰船冲击防护领域提供了一定的工程价值。

     

    Abstract: Objective In order to improve the effectiveness of negative Poisson's ratio honeycomb structures in the field of naval impact protection, research on the impact resistance of filled straight-walled four-ligament antichiral structures was carried out. MethodsA new straight-walled anti-chiral aluminum alloy honeycomb structure filled with foam concrete is designed. The finite element method is used to model and numerically calculate the filled honeycomb structure, and by comparing its compression collapse mode, stress-strain curve, and specific energy absorption, the enhancement of the impact resistance performance of the honeycomb structural frame by filling the honeycomb structure with foam concrete is explored. Results The results shows that the structure filled with foam concrete changes the form of compression collapse mode, disperses the stress so that the deformation is more homogeneously distributed, and the stress-strain curve changes from the typical form of porous structure to the form of brittle material, and the specific energy absorption of the filled structure can be increased by more than 200% compared with the unfilled structure under the impact of high and low velocities. Conclusion The straight-walled four-ligament anti-chiral structure designed in this paper analyzes the effect of filling plastic material structure with brittle materials on its mechanical properties, which has engineering value in the field of impact protection.

     

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