铝合金格栅夹层结构水下抗冲击特性的实验研究

任鹏 张伟 刘建华

任鹏, 张伟, 刘建华. 铝合金格栅夹层结构水下抗冲击特性的实验研究[J]. 爆炸与冲击, 2016, 36(1): 101-106. doi: 10.11883/1001-1455(2016)01-0101-06
引用本文: 任鹏, 张伟, 刘建华. 铝合金格栅夹层结构水下抗冲击特性的实验研究[J]. 爆炸与冲击, 2016, 36(1): 101-106. doi: 10.11883/1001-1455(2016)01-0101-06
Ren Peng, Zhang Wei, Liu Jianhua. Experimental research on shock resistant properties of aluminum alloylattice core sandwich panels under underwater shock loading[J]. Explosion And Shock Waves, 2016, 36(1): 101-106. doi: 10.11883/1001-1455(2016)01-0101-06
Citation: Ren Peng, Zhang Wei, Liu Jianhua. Experimental research on shock resistant properties of aluminum alloylattice core sandwich panels under underwater shock loading[J]. Explosion And Shock Waves, 2016, 36(1): 101-106. doi: 10.11883/1001-1455(2016)01-0101-06

铝合金格栅夹层结构水下抗冲击特性的实验研究

doi: 10.11883/1001-1455(2016)01-0101-06
基金项目: 

国家自然科学基金项目 51509115

国家自然科学基金项目 11372088

江苏省高校自然科学研究面上项目 15KJB580005

详细信息
    作者简介:

    任鹏(1984—),男,博士,讲师, r_peng@126.com

  • 中图分类号: O347.3

Experimental research on shock resistant properties of aluminum alloylattice core sandwich panels under underwater shock loading

  • 摘要: 基于非药式水下爆炸冲击波加载技术,对格栅型夹层结构的动态响应及抗冲击防护性能,进行了实验研究。利用高速相机,对夹层板的动态变形情况进行了实时观测,获得了格栅夹层板气背面在水下冲击波作用下的动态响应历程,并结合相同面密度单层板在水下冲击波作用下的抗冲击变形结果,对比分析了铝合金格栅夹层板的抗冲击防护性能,获得了格栅型夹层板的气背面板最大变形量与水下冲击波量纲一冲量间的定量关系。
  • 图  1  非药式水下爆炸冲击波加载实验装置

    Figure  1.  Experimental set-up of non-explosive underwater shock simulation

    图  2  格栅夹层板尺寸及边界条件

    Figure  2.  Sketches of lattice sandwich panel and clamped boundary condition

    图  3  水下冲击波作用下格栅型夹层结构的动态变形过程

    Figure  3.  Dynamic deformation process of lattice sandwich panelunder underwater shock loading

    图  4  水下冲击波加载后格栅型夹层板形貌

    Figure  4.  Lattice sandwich panel after blast loading

    图  5  水下冲击波加载后格栅板切面形貌

    Figure  5.  Cross-section of lattice sandwich panels after underwater shock loading

    图  6  格栅板后面板各位置最终变形

    Figure  6.  Final deflection of lattice sandwich structure

    图  7  格栅板前后面板的最大变形

    Figure  7.  Maximum deflection of lattice sandwich panels

    图  8  不同类型靶板气背面中心最大变形

    Figure  8.  Maximum deflection at central pointon air-back plate of different kinds of panels

    表  1  格栅夹层板实验参数

    Table  1.   Parameters of lattice sandwich panels

    实验 v/(m·s-1) ma/(kg·m-2) p0/MPa $\hat{I}$ δmax/R 面板损伤
    1 37.24 4.43 28.36 0.57 0.067 印痕
    2 118.82 4.42 77.11 1.54 0.175 印痕
    3 136.54 4.45 104.01 2.07 0.229 印痕
    4 143.97 4.42 109.85 2.19 0.252 印痕
    5 164.04 4.40 132.15 2.44 0.258 裂纹
    6 219.49 4.40 167.63 3.36 0.351 裂纹
    下载: 导出CSV

    表  2  单层板实验参数

    Table  2.   Parameters of single-layered panels

    实验 v/(m·s-1) ma/(kg·m-2) p0/MPa $\hat{I}$ δmax/R 断裂
    1 41.74 4.91 34.35 0.71 0.112
    2 80.87 4.90 61.83 1.27 0.217
    3 129.54 4.89 93.64 1.92 0.304
    4 135.97 4.91 105.57 2.17 0.367
    下载: 导出CSV
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出版历程
  • 收稿日期:  2014-06-09
  • 修回日期:  2014-10-20
  • 刊出日期:  2016-01-25

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