肋板增强泡沫分区填充薄壁管横向压溃性能

Lateral crushing performance of rib-reinforced foam partition-filled thin-walled tube

  • 摘要: 利用3D打印技术制备了聚乳酸(PLA)十字形肋板和基于三维Voronoi的闭孔泡沫结构,提出了一种肋板增强泡沫分区填充薄壁管结构(RFFT),研究了该结构在准静态横向荷载作用下的压溃性能。结果表明:在横向压溃中,RFFT结构组成元件的失效次序和元件之间的相互作用随横向荷载的作用区域而改变,使结构的力-位移曲线的响应和结构的压溃性能(峰值荷载、平均压溃荷载、比吸能、荷载一致性)呈现典型的各向异性特征。针对两种典型受载情形(即横向荷载作用于结构填充区和非填充区),结构的比吸能相比于空管结构分别提高了125.16%和129.22%,而峰值荷载相比于完全填充结构降低了5.54%和31.28%。进一步运用细观有限元模型分析了设计参数的影响规律并揭示了分区泡沫填充结构的能量吸收机制。最后,引入复合比例评估法对RFFT结构的多个耐撞性指标进行综合评估。

     

    Abstract: Polylactide (PLA) cross-shaped ribbed plates and Voronoi-based closed-cell foam structures were prepared using 3D printing technology. A rib-reinforced foam partition-filled thin-walled tube structure (RFFT) was proposed and the crushing performance of RFFT under quasi-static lateral compression was investigated. The results show that the failure sequence of the constituent elements within RFFT structure as well as the interaction between the elements changes with the location of the lateral load. Typically, for RFFT structures, the force-displacement responses and the crushing performance (i.e., the peak force, the mean crush force, the specific energy absorption, and the crush force efficiency) exhibit anisotropic characteristics. For two typical loading scenarios (i.e., lateral loads acting on the foam-filled and -unfilled zones of RFFT structure), the specific energy absorption of RFFT structure is increased by 125.16% and 129.22%, respectively, compared to the empty tube structure, whereas the peak force is found to be reduced by 5.54% and 31.28% compared to the fully foam-filled structure. Moreover, the finite element model was adopted to analyze the influence of design parameters and reveal the energy absorption mechanism of the partition foam-filled structure. Finally, the complex proportional assessment method was introduced to comprehensively evaluate the crashworthiness of RFFT structure with multiple indicators.

     

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