基于云杉结构启发的增强蜂窝夹芯板弯曲性能

Reinforced honeycomb sandwich panel bending performance inspired by spruce structure

  • 摘要: 提出一种基于云杉树微观结构的I型仿生致密增强蜂窝芯体设计。通过三点弯曲实验,对普通碳纤维/铝蜂窝夹芯板与I型仿生致密增强碳纤维/铝蜂窝夹芯板试样的载荷位移曲线和破坏模式进行对比分析。试验结果显示,I型仿生致密芯体设计显著提升了试样的弯曲刚度、峰值载荷及吸能性能,相比于未致密试样,致密试样的峰值载荷、比峰值载荷、吸能、比吸能及抗弯刚度的平均值分别提高了61.8%、49.5%、36.7%、23.6%、27.1%。观测试样破坏模态发现致密增强蜂窝芯体夹芯板有效抵抗了蜂窝的屈曲和剪切破坏,致密带的存在改变了传统铝蜂窝芯体的载荷传递路径和变形模式,显著提高了试样的承载能力和能量吸收。分别对普通碳纤维/铝蜂窝夹芯板与I型仿生致密增强碳纤维/铝蜂窝夹芯板试样建立有限元模型,仿真分析结果与试验结果的误差小于6%,验证了模型的准确性与可靠性。

     

    Abstract: Proposing an I-shaped bionic densified reinforced honeycomb cores design based on the microstructure of spruce trees. Through a three-point bending test, the load-displacement curves and failure modes of ordinary carbon fiber/aluminum honeycomb sandwich panels and I-shaped bionic densified reinforced carbon fiber/aluminum honeycomb sandwich panels were compared and analyzed. The test results show that the I-shaped bionic densified core design significantly improves the bending stiffness, peak load, and energy absorption performance of the test specimens. Compared with the non-densified specimens, the average values of peak load, specific peak load, energy absorption, specific energy absorption, and bending stiffness of the dense specimens increased by 61.8%,49.5%, 36.7%, 23.6%, and 27.1%, respectively. Observation of the failure mode of the test specimen revealed that the densified reinforced honeycomb core sandwich panel effectively resisted buckling and shear failure of the honeycomb. The presence of the densified band altered the load transfer path and deformation pattern of the traditional aluminum honeycomb core, significantly enhancing the specimen's load-bearing capacity and energy absorption. Finite element models were established for both plain carbon fiber/aluminum honeycomb sandwich panels and I-shaped bionic densified sandwich panels. The simulation analysis results showed an error of less than 6% compared to the experimental results, validating the accuracy and reliability of the models.

     

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