碳纤维-泡沫铝夹芯板低速冲击响应

刘姗姗 刘亚军 张英杰 李志强

刘姗姗, 刘亚军, 张英杰, 李志强. 碳纤维-泡沫铝夹芯板低速冲击响应[J]. 高压物理学报, 2020, 34(3): 034202. doi: 10.11858/gywlxb.20190872
引用本文: 刘姗姗, 刘亚军, 张英杰, 李志强. 碳纤维-泡沫铝夹芯板低速冲击响应[J]. 高压物理学报, 2020, 34(3): 034202. doi: 10.11858/gywlxb.20190872
LIU Shanshan, LIU Yajun, ZHANG Yingjie, LI Zhiqiang. Low-Velocity Impact Response of Carbon Fiber-Aluminum Foam Sandwich Plate[J]. Chinese Journal of High Pressure Physics, 2020, 34(3): 034202. doi: 10.11858/gywlxb.20190872
Citation: LIU Shanshan, LIU Yajun, ZHANG Yingjie, LI Zhiqiang. Low-Velocity Impact Response of Carbon Fiber-Aluminum Foam Sandwich Plate[J]. Chinese Journal of High Pressure Physics, 2020, 34(3): 034202. doi: 10.11858/gywlxb.20190872

碳纤维-泡沫铝夹芯板低速冲击响应

doi: 10.11858/gywlxb.20190872
基金项目: 国家自然科学基金(11672199);山西省自然科学基础研究项目(201601D011011)
详细信息
    作者简介:

    刘姗姗(1993-),女,硕士研究生,主要从事冲击动力学研究. E-mail:liushanshan0104@163.com

    通讯作者:

    李志强(1973-),男,博士,教授,主要从事冲击动力学研究. E-mail:lizhiqiang@tyut.edu.cn

  • 中图分类号: O344.1

Low-Velocity Impact Response of Carbon Fiber-Aluminum Foam Sandwich Plate

  • 摘要: 为研究夹芯结构的低速冲击响应,以碳纤维(T700)/环氧树脂复合材料层合板为上下面板,以闭孔泡沫铝为芯层,模拟夹芯板落锤冲击时的损伤演化过程。复合材料层合板采用三维实体单元建模,基于有限元软件ABAQUS中的用户子程序VUMAT,引入三维Hashin失效准则模拟复合材料的损伤破坏;采用二次应力准则,Cohesive单元模拟黏结层的层间失效;闭孔泡沫铝芯层采用3D Voronoi细观模型建模。分析复合材料夹芯结构在落锤冲击下的损伤起始、损伤扩展和最终破坏模式,通过锤头的接触力、位移、夹芯板的内能、后面板的最大位移研究夹层结构的能量吸收情况及抗冲击特性,得出了在质量保持不变的情况下,5种芯层相对密度和厚度的耦合关系中的最优设计是芯层相对密度15.0%,厚度为10 mm,为满足实际工程中的需求提供了设计依据。

     

  • 图  夹芯板结构示意图

    Figure  1.  Diagram of sandwich plate structure

    图  三维有限元模型

    Figure  2.  Three-dimensional finite element model

    图  能量-时间曲线

    Figure  3.  Energy-time curves

    图  能量-位移曲线

    Figure  4.  Energy-displacement curve

    图  不同冲击能量下的冲击载荷-时间曲线

    Figure  5.  Force-time curves under different impact energy

    图  33.0 J冲击能量下夹芯板的破坏模式

    Figure  6.  Failure mode of sandwich panel under 33.0 J impact energy

    图  不同冲击能量下锤头位移-时间曲线

    Figure  7.  Displacement-time curves of impactor at different impact energy

    图  不同冲击能量下锤头动能-时间曲线

    Figure  8.  Kinetic energy-time curves of impactor at different impact energy

    图  不同冲击能量下夹芯板内能-时间曲线

    Figure  9.  Internal energy-time curves of the sandwich board at different impact energy

    图  10  不同冲击能量下后面板的最大位移

    Figure  10.  Maximum displacement of rear panel at different impact energy

    图  11  不同夹芯结构的冲击载荷-时间曲线

    Figure  11.  The impact force-time curves for different sandwich structures

    图  12  不同夹芯结构的锤头位移-时间曲线

    Figure  12.  The displacement of impactor-time curves for different sandwich structures

    图  13  不同夹芯结构的锤头动能-时间曲线

    Figure  13.  Kinetic energy of impactor-time curves of impactor for different sandwich structures

    图  14  不同夹芯结构的芯层塑性耗散能-时间曲线

    Figure  14.  Plastic dissipation energy of core layer-time curves for different sandwich structures

    图  15  不同结构后面板最大位移与芯层厚度的比值曲线

    Figure  15.  The ratio curves of the maximum displacement of back layer to core thickness for different sandwich structures

    图  16  不同夹芯结构后面板各层的最大应力变化曲线

    Figure  16.  Maximum stress of each back layer for different sandwich structures

    图  17  冲击载荷-时间曲线

    Figure  17.  Force-time curves

    图  18  锤头位移-时间曲线

    Figure  18.  Displacement-time curves of impactor

    图  19  后面板应力云图

    Figure  19.  Stress plot of rear panel

    表  1  复合材料力学性能参数[11]

    Table  1.   Mechanical parameters of the composite materials[11]

    E1/GPaE2/GPaνG12/GPaG13/GPaG23/GPa
    180100.282.63.93.9
    Xt/MPaXc/MPaYt/MPaYc/MPaS12/MPaρ/(g·cm–3)
    2 5001 25060186851.95
    下载: 导出CSV

    表  2  Cohesive单元材料参数[14]

    Table  2.   Material parameters of cohesive elements[14]

    Knn/(GPa·mm–1)Kss(= Ktt)/(GPa·mm–1)N/MPaS(= T)/MPaG1/(J·m–2)G2(= G3)/(J·m–2)
    120433080520970
    下载: 导出CSV

    表  3  Al6061-T6材料参数

    Table  3.   Material parameters of Al6061-T6

    ρ/(g·cm–3)E/GPaνA/MPaB/MPaNm
    2.7700.282654260.341
    下载: 导出CSV

    表  4  不同能量下后面板的撕裂程度

    Table  4.   Tear degree of rear panel under different energy

    Impact energy/JTear layers
    33.00
    58.73
    91.75
    下载: 导出CSV

    表  5  5种不同的夹芯结构

    Table  5.   Five different sandwich structures

    Structure typePlane size of specimen/
    (mm × mm)
    Stacking sequenceUpper (lower) panel thickness /mmCore relative density/%The thickness of the core layer/mmDiameter of impactor/mmImpact energy/J
    1#100 × 100[45°/0°/−45°/90°]s110.015.012.533.0
    2#12.512.0
    3#15.010.0
    4#17.5 8.6
    5#20.0 7.5
    下载: 导出CSV

    表  6  5种不同结构后面板的撕裂程度

    Table  6.   Tear degree of rear panel for five sandwich structures

    Structure No.Tear layers
    1#0
    2#3
    3#5
    4#7
    5#8
    下载: 导出CSV
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  • 收稿日期:  2019-12-23
  • 修回日期:  2020-02-04

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