Research Progress on Dynamic Mechanical Response Characteristics of High-Velocity Particle Flow Impacting Multilayer Sandwich Composite Structures
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摘要: 多层夹芯复合结构在抗冲击防护领域具有重要应用,尤其在应对爆炸破片颗粒群冲击中展现出优越的防护性能。在分析单层材料抗冲击性能及失效机制的基础上,综述了单颗粒和多颗粒冲击下复合结构的动态力学响应特性研究进展,结果表明:金属材料主要出现塑性变形、裂纹扩展及局部热软化等特征;陶瓷依靠其高硬度和脆性破坏可迅速分散冲击能量;纤维增强复合材料则利用连续纤维网络实现多级能量耗散。针对多层夹芯复合结构,颗粒高速冲击靶板会出现局部应力波传播、微裂纹产生和界面分层等现象,结构的抗冲击机理复杂。当前研究主要聚焦于结构在单次冲击下的抗冲击性能,多颗粒冲击下的防护机理仍不明确,且研究手段相对单一。其中,实验研究方法主要采用改装分离式霍普金森压杆(split Hopkinson pressure bar,SHPB)等装置实现颗粒群的高速加载,但二次冲击和速度极限问题仍未得到有效解决。数值模拟方面,SPH-FEM(smoothed particle hydrodynamics-finite element method)耦合方法是目前颗粒群冲击研究的主流方法,但其模型准确性问题仍需进一步研究。Abstract: Multilayer sandwich composite structures have significant applications in impact protection. In particular, they demonstrate superior protective performance when subjected to impacts from explosive fragment particle clusters. Based on an analysis of the impact resistance and failure mechanisms of single-layer materials, this paper reviews the research progress regarding the dynamic mechanical response characteristics of composite structures under both single-particle and multi-particle impacts. The results indicate that metallic materials predominantly exhibit features such as plastic deformation, crack propagation, and localized thermal softening. By contrast, ceramics rapidly disperse impact energy due to their high hardness and propensity for brittle fracture. Meanwhile, fiber-reinforced composites achieve hierarchical energy dissipation through their continuous fiber network. Studies on multilayer sandwich structures show that high-speed particle impacts on the target plate have been found to induce phenomena such as localized stress wave propagation, micro-crack formation, and interfacial delamination. The mechanisms underlying impact resistance in these structures are complex. However, current research primarily focuses on the impact resistance of structures under single-impact conditions. The protective mechanisms under multi-particle impacts remain unclear, and the employed research methods are relatively limited. Experimentally, approaches such as the modified split Hopkinson pressure bar (SHPB) apparatus are predominantly utilized to achieve high-speed loading of particle clusters. Nevertheless, issues regarding secondary impacts and velocity limitations in these experiments have yet to be effectively resolved. In numerical simulations, the smoothed particle hydrodynamics-finite element method (SPH-FEM) coupling approach remains the mainstream method for investigating particle cluster impacts. However, concerns regarding the accuracy of these models still warrant further investigation.
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图 6 各类夹芯结构梁的变形与承载能力研究[57]:(a)完全固支的非对称细长夹层梁受重物横向冲击示意图;(b)梯度夹层梁装配示意图;(c)波纹夹层梁斜向冲击示意图;(d) 简支波纹芯夹层梁落锤冲击实验装置示意图;(e)用于夹层梁分析的几何模型及边界条件;(f) 波纹夹层梁在不同冲击角度下的最终数值变形模式(单位:mm)
Figure 6. Research on the deformation and bearing capacity of various types of sandwich structural beams[57]: (a) sketch of a fully clamped asymmetric slender sandwich beam transversely struck by a heavy mass; (b) schematic diagram of the assembly of graded sandwich beams; (c) schematic diagram of the oblique impact of corrugated sandwich beam; (d) sketch of the experimental setup of drop-weight test for simply-supported corrugated core sandwich beam; (e) geometry and boundary conditions used for the analysis of sandwich beams; (f) final numerical deformation modes of corrugated sandwich beams under different impact angles (Unit: mm)
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