复合材料科学与工程 ›› 2025, Vol. 0 ›› Issue (5): 81-89.DOI: 10.19936/j.cnki.2096-8000.20250528.011

• 设计与工艺 • 上一篇    下一篇

拱形反手性四韧带蜂窝夹芯结构梯度设计与低速冲击响应

相双林, 周霞*   

  1. 大连理工大学 运载工程与力学学部 工程力学系 工业装备结构分析国家重点实验室, 大连 116024
  • 收稿日期:2024-02-19 出版日期:2025-05-28 发布日期:2025-07-11
  • 通讯作者: 周霞(1964—),女,博士,教授,主要从事复合材料及其结构力学方面的研究,zhouxia@dlut.edu.cn。
  • 作者简介:相双林(1997—),男,硕士研究生,主要从事复合材料结构设计与优化方面的研究。

Gradient design and low-velocity impact response of arched anti-tetrachiral honeycomb sandwich structure

XIANG Shuanglin, ZHOU Xia*   

  1. State Key Laboratory of Structural Analysis for Industrial Equipment, Department of Engineering Mechanics, Faculty of Vehicle Engineering and Mechanics, Dalian University of Technology, Dalian 116024, China
  • Received:2024-02-19 Online:2025-05-28 Published:2025-07-11

摘要: 将反手性四韧带蜂窝应用于拱形夹芯板,基于密度梯度概念,设计了三种不同梯度的夹芯板,建立数值模型并将数值模拟结果与已有试验结果进行对比,验证了该模型的有效性。在此基础上,研究了冲击能对不同梯度拱形夹芯板峰值冲击力、抗冲击性能、吸能和损伤的影响,同时进一步讨论了负梯度拱形夹芯板在重复冲击下的动态响应。结果表明:梯度因子由于改变芯层结构,对夹芯板的损伤破坏模式有重要影响。在低能冲击下,峰值冲击力随着梯度因子的增大而增大,同均匀夹芯板相比,梯度夹芯板具有较好的能量吸收,其吸收的能量比均匀夹芯板吸收的能量最高提升32.8%;在较高冲击能下,梯度因子对峰值冲击力和能量吸收没有显著影响。负梯度夹芯板在重复冲击下,前面板和芯层主导夹芯板的总吸能,其中芯层吸能平均占总吸能的66%,随着冲击次数的增加,夹芯板的变形破坏模式发生上面板局部变形到破坏、芯层变形致密化到整体坍塌以及夹芯板整体横向弯曲的转变。

关键词: 拱形夹芯板, 梯度结构, 能量吸收, 重复冲击, 数值仿真, 复合材料

Abstract: Based on the concept of density gradient, three kinds of hybrid metal-fiber/polymer sandwich panel with arched and different density gradients of anti-tetrachiral honeycomb core layers were designed. The numerical model was established and the numerical simulation results were compared with the existing experimental results to verify the effectiveness of the model. On this basis, the effects of impact energies on the peak impact force, impact resistance, energy absorption and damage of different gradient arched sandwich panels were studied. At the same time, the dynamic response of the arched sandwich panel with the negative gradient under repeated impacts was further discussed. The results show that the gradient factor of the core layer has an important effect on the damage and failure modes of the sandwich panels due to the different core layer structures. Under low-energy impact loadings, the peak impact force increases with the increment of the gradient factor. Compared with uniform sandwich panels, gradient sandwich panels also have better energy absorption, and the energy absorbed can reach up to 32.8% than the uniform sandwich panels. At higher impact energies, the gradient factor has no significant effect on peak impact force and energy absorption. Under repeated impacts, the front facesheet and the core play a major role in the total energy absorption of the negative gradient sandwich panel, and the core layer accounts for 66% of the total energy absorption on average. As the number of impacts increases, the deformation and damage modes of the sandwich panel change from local deformation of the upper facesheet to failure,the deformation densification of the core layer to the overall collapse, and the overall lateral bending for the sandwich panel.

Key words: arched sandwich panel, gradient structure, energy absorption, repeated impact, numerical simulation, composites

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