泡沫混凝土填充直壁四韧带铝合金反手性蜂窝结构抗冲击性能研究

Study on the impact resistance of foam concrete-filled straight-walled Tetra-ligament aluminium alloy anti-chiral honeycomb structures

  • 摘要:
    目的 为提升负泊松比蜂窝结构在舰船冲击防护中的吸能效率,提出一种填充泡沫混凝土的直壁四韧带反手性铝合金蜂窝结构。
    方法 基于ABAQUS建立有限元模型,采用S4R壳单元模拟6061-T6铝合金框架,C3D8R实体单元模拟泡沫混凝土填充物,在1 m/s,15 m/s 与100 m/s 这3种速度下进行面内压缩仿真,对比无填充、聚氨酯填充及泡沫混凝土填充试样的压溃模式、应力−应变响应与体积比吸能(SEA)。
    结果 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−应变曲线出现了脆性材料的响应特性。在高(100 m/s)、中(15 m/s)、低速(1 m/s)冲击下,填充结构的比吸能相比无填充结构提升了200%以上。
    结论 所提直壁四韧带反手性结构能够结合塑性框架与脆性填充物的特性并提升抗冲击性能,并为舰船冲击防护领域提供了一定的工程价值。

     

    Abstract:
    Objective To enhance the energy-absorption efficiency of auxetic (negative Poisson’s ratio, NPR) honeycombs for naval blast protection, a novel in-plane NPR honeycomb is proposed that combines a straight-wall, tetra-ligament, anti-chiral aluminium alloy skeleton with a foam-concrete infill.
    Methods Finite-element models were built in ABAQUS using S4R shell elements for the 6061-T6 alloy framework and C3D8R solid elements for the foam-concrete filler. In-plane crushing was simulated at 1 m s−1, 15 m s−1 and 100 m s−1, and the collapse modes (crushing mode), stress-strain responses and volumetric specific energy absorption (SEA) of unfilled, polyurethane-filled and foam-concrete-filled specimens were compared.
    Results The foam-concrete infill altered the collapse mode, distributed stresses more uniformly and introduced brittle-material characteristics into the stress–strain curves. At high (100 m s−1), medium (15 m s−1) and low (1 m s−1) impact velocities the SEA of the filled honeycomb exceeded that of the unfilled baseline by more than 200 %.
    Conclusion The tetra-ligament, anti-chiral architecture successfully couples the ductility of the metallic framework with the brittle crushing behaviour of foam concrete, offering a promising solution for lightweight, high-efficiency blast protection in ship structures.

     

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