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内部爆炸作用下钢箱结构变形规律性实验

姚术健 张舵 郑监 卢芳云 于大鹏

姚术健, 张舵, 郑监, 卢芳云, 于大鹏. 内部爆炸作用下钢箱结构变形规律性实验[J]. 爆炸与冲击, 2017, 37(5): 964-968. doi: 10.11883/1001-1455(2017)05-0964-05
引用本文: 姚术健, 张舵, 郑监, 卢芳云, 于大鹏. 内部爆炸作用下钢箱结构变形规律性实验[J]. 爆炸与冲击, 2017, 37(5): 964-968. doi: 10.11883/1001-1455(2017)05-0964-05
Yao Shujian, Zhang Duo, Zheng Jian, Lu Fangyun, Yu Dapeng. Experimental study of deformation of steel boxsubjected to internal blast loading[J]. Explosion And Shock Waves, 2017, 37(5): 964-968. doi: 10.11883/1001-1455(2017)05-0964-05
Citation: Yao Shujian, Zhang Duo, Zheng Jian, Lu Fangyun, Yu Dapeng. Experimental study of deformation of steel boxsubjected to internal blast loading[J]. Explosion And Shock Waves, 2017, 37(5): 964-968. doi: 10.11883/1001-1455(2017)05-0964-05

内部爆炸作用下钢箱结构变形规律性实验

doi: 10.11883/1001-1455(2017)05-0964-05
基金项目: 

国家自然科学基金项目 11132012

详细信息
    作者简介:

    姚术健(1988—),男,博士研究生

    通讯作者:

    卢芳云, fangyunlu@126.com

  • 中图分类号: O383;TU511

Experimental study of deformation of steel boxsubjected to internal blast loading

  • 摘要: 箱型结构内部爆炸能够造成比空爆更严重的破坏效果。本文中设计了3个边长600 mm、板厚4 mm的实验试件,并分别用98.4、194.7和355.8 g的TNT炸药进行了内部爆炸实验,得到了所有试件的变形特征。箱体壁板的变形都呈现向外凸出(鼓起)的特点,壁板中心的最终挠度随着爆炸TNT当量的增大而近似成线性增长,拟合了箱体壁板挠厚比与爆炸当量之间的经验公式。通过三维数字图像相关技术,得到了箱体壁板的动态响应过程:爆炸发生后,壁板中心最先产生向外鼓起;壁板中心随后变形增长,同时变形向四周传播;壁板中心变形达到最大值后,板的变形会产生一定量的振荡回缩。
  • 图  1  钢箱试件设计模型

    Figure  1.  Design model of steel box specimen

    图  2  钢箱试件模型

    Figure  2.  Model of steel box specimen

    图  3  TNT形状及尺寸

    Figure  3.  Shape and dimension of TNT explosive

    图  4  不同工况下的破坏形状

    Figure  4.  Damage figures of different experimental cases

    图  5  壁面中心挠厚比与爆炸比例距离的关系

    Figure  5.  Relationship between central deflection thickness ratioand scale distance

    图  6  DIC技术测得的壁面中心挠度

    Figure  6.  Central deflection obtained by DIC technique

    图  7  钢箱壁面动态变形三维DIC技术测试结果

    Figure  7.  DIC measured results of dynamic response of steel box wall

    表  1  实验工况和结果

    Table  1.   Experimental cases and results

    工况 a/mm m/g Z/(m·kg-1/3) δe/mm δc/mm
    1 40 98.443 1.299 32.93 33.44
    2 50 194.689 1.035 53.33 52.56
    3 60 355.800 0.847 78.04 78.32
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出版历程
  • 收稿日期:  2016-01-11
  • 修回日期:  2016-06-07
  • 刊出日期:  2017-09-25

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