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梯度双材料负泊松比蜂窝夹芯板局部冲击失效研究

肖俊华 万武举 郭之熙 梁希

肖俊华, 万武举, 郭之熙, 等. 梯度双材料负泊松比蜂窝夹芯板局部冲击失效研究[J]. 复合材料学报, 2024, 42(0): 1-11.
引用本文: 肖俊华, 万武举, 郭之熙, 等. 梯度双材料负泊松比蜂窝夹芯板局部冲击失效研究[J]. 复合材料学报, 2024, 42(0): 1-11.
XIAO Junhua, WAN Wuju, GUO Zhixi, et al. Failure study of gradient bimaterial negative Poisson's ratio honeycomb sandwich panels subjected to local impact[J]. Acta Materiae Compositae Sinica.
Citation: XIAO Junhua, WAN Wuju, GUO Zhixi, et al. Failure study of gradient bimaterial negative Poisson's ratio honeycomb sandwich panels subjected to local impact[J]. Acta Materiae Compositae Sinica.

梯度双材料负泊松比蜂窝夹芯板局部冲击失效研究

基金项目: 中央引导地方科技发展资金项目(236Z1009G)
详细信息
    通讯作者:

    肖俊华,教授,博士,研究方向为复合材料力学和力学超材料 E-mail: xiaojunhua@ysu.edu.cn

  • 中图分类号: O342; TB383

Failure study of gradient bimaterial negative Poisson's ratio honeycomb sandwich panels subjected to local impact

Funds: Central Guiding Local Science and Technology Development Fund Projects (236Z1009G)
  • 摘要: 夹芯板结构具有轻质、高抗弯刚度和良好的抗冲击等特性,将负泊松比材料作为夹芯板芯层,可以设计出具有优良动力学特征的防护结构。本文基于提出的双材料曲边内凹负泊松比胞元,通过改变胞元内纵横向材料,构建了正梯度、负梯度、对称正梯度及对称负梯度四种排列的负泊松比多胞蜂窝夹芯板。实验与仿真结果比较说明了本文数值方法的可行性。数值研究了不同排列方式时蜂窝夹芯板在受局部冲击作用下的失效力学性能,考察了冲头冲击速度和芯层梯度排列模式对夹芯板破坏模式、冲头接触力与能量吸收效果的影响。研究表明:芯层排列模式显著影响夹芯板的冲击破坏模式和冲击动力学性能;梯度双材料设计可以显著增强夹芯板的吸能效果。

     

  • 图  1  梯度双材料负泊松比蜂窝夹芯板与边界条件示意图

    Figure  1.  Schematic diagram of gradient bimaterial honeycomb sandwich plate with negative Poisson's ratio and boundary conditions

    图  2  梯度双材料负泊松比夹芯板示意图

    Figure  2.  Schematic diagram of gradient bimaterial honeycomb sandwich plate with negative Poisson's ratio

    图  3  夹芯板与冲头网格图

    Figure  3.  Mesh diagram of sandwich plate and punch

    图  4  3D打印试件与仿真模型

    Figure  4.  3D printing specimen and simulation model

    图  5  夹芯板压缩穿透实验平台

    Figure  5.  Compression penetration test platform of sandwich plate

    图  6  局部穿透后实验和模拟中夹芯板试件破坏模式

    Figure  6.  Failure modes of sandwich plate specimens in experiment and simulation during local penetration

    图  7  夹芯板局部穿透过程中冲头的接触力-位移曲线

    Figure  7.  Contact force-displacement curve of punch during local penetration of sandwich plate

    图  8  四种梯度双材料蜂窝夹芯结构

    Figure  8.  Four gradient bimaterial honeycomb sandwich structures

    图  9  10 m/s冲击速度时不同芯层排布夹芯板破坏模式

    Figure  9.  Failure mode of sandwich plate with different core arrangement at 10 m/s impact speed

    图  10  30 m/s冲击速度时不同芯层排布夹芯板破坏模式

    Figure  10.  Failure mode of sandwich plate with different core arrangement at 30 m/s impact speed

    图  11  10 m/s速度时不同芯层夹芯板的接触力-时间曲线

    Figure  11.  Contact force-time curve of sandwich plates with different core layers at 10 m/s speed

    图  12  30 m/s速度时不同芯层夹芯板的接触力-时间曲线

    Figure  12.  Contact force-time curve of sandwich plates with different core layers at 30 m/s speed

    图  13  10 m/s速度时不同梯度夹芯板的能量吸收

    Figure  13.  Energy absorption of sandwich panels with different gradients at a speed of 10 m/s

    图  14  30 m/s速度时不同梯度夹芯板的能量吸收

    Figure  14.  Energy absorption of sandwich panels with different gradients at a speed of 30 m/s

    图  15  10 m/s冲击速度时夹芯板各部分能量吸收值

    Figure  15.  Energy absorption value of each part of the sandwich plate at 10 m/s impact velocity

    图  16  30 m/s冲击速度时夹芯板各部分能量吸收值

    Figure  16.  Energy absorption value of each part of the sandwich plate at 30 m/s impact velocity

    表  1  材料性能

    Table  1.   Material properties

    Materials Density/
    (g·cm−3)
    Young's
    modulus /GPa
    Poisson's
    ratio
    2024 Aluminum 2.7 73 0.33
    Cast-iron 7.2 150 0.3
    4340 Steel 7.85 207 0.29
    A/MPa B/MPa n C
    369 684 0.73 0.0083
    525 650 0.6 0.0205
    910 586 0.26 0.014
    m D1 D2
    1 0.112 0.123
    1 0.029 0.44
    1.03 −0.8 2.1
    D3 D4 D5
    −1.5 0.007 0
    −1.5 0 0
    −0.5 0.002 0.61
    Notes: A−Initial yield stress at reference strain rate and reference temperature;B, n−Strain hardening modulus and hardening index of the material;C−Material strain rate strengthening parameter;m−Thermal softening index of material;D1, D2, D3, D4, D5−Failure parameters in the damage formula.
    下载: 导出CSV

    表  2  纵横向材料组合方式

    Table  2.   Vertical and horizontal material combination

    Modulus ratio E1/E2 Vertical/transverse materials
    1.38 4340 Steel/Cast-iron
    1 Cast-iron /Cast-iron
    0.48 2024 Aluminum / Cast-iron
    下载: 导出CSV
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  • 收稿日期:  2024-04-17
  • 修回日期:  2024-06-23
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