球形爆炸容器开孔补强方法

程帅 张德志 刘文祥

程帅, 张德志, 刘文祥. 球形爆炸容器开孔补强方法[J]. 爆炸与冲击, 2015, 35(5): 717-722. doi: 10.11883/1001-1455(2015)05-0717-06
引用本文: 程帅, 张德志, 刘文祥. 球形爆炸容器开孔补强方法[J]. 爆炸与冲击, 2015, 35(5): 717-722. doi: 10.11883/1001-1455(2015)05-0717-06
Cheng Shuai, Zhang De-zhi, Liu Wen-xiang. Reinforcing design of openings of a spherical explosive containment vessel[J]. Explosion And Shock Waves, 2015, 35(5): 717-722. doi: 10.11883/1001-1455(2015)05-0717-06
Citation: Cheng Shuai, Zhang De-zhi, Liu Wen-xiang. Reinforcing design of openings of a spherical explosive containment vessel[J]. Explosion And Shock Waves, 2015, 35(5): 717-722. doi: 10.11883/1001-1455(2015)05-0717-06

球形爆炸容器开孔补强方法

doi: 10.11883/1001-1455(2015)05-0717-06
详细信息
    作者简介:

    程帅(1988—), 男, 硕士, 研究实习员, chengshuai@nint.ac.cn

  • 中图分类号: O383.3

Reinforcing design of openings of a spherical explosive containment vessel

  • 摘要: 参考压力容器设计标准,针对某实验用球形爆炸容器进行了开孔补强设计,对容器开孔处等效应变随接管壁厚、补强圈尺寸的变化规律进行了数值计算,确定了“5/3倍球壳厚度的接管”配合“与球壳等厚度、张角10°的补强圈”的开孔补强设计方案。并对数值计算结果和补强设计进行了实验验证。
  • 图  1  计算模型示意图

    Figure  1.  Simulation model

    图  2  接管与球壳壁厚相等时球形容器开孔处的等效塑性应变

    Figure  2.  Effective plastic strain around the opening of the vessel with the wall thickness equal to that of the nozzle

    图  3  不同接管壁厚下容器开孔处的等效塑性变形

    Figure  3.  Effective plastic strain around the opening of the vessel at different nozzle thicknesses

    图  4  设计补强圈时容器开孔处的塑性变形(φs=5°)

    Figure  4.  Effective plastic strain around the opening of the vessel with a reinforcing ring (φs=5°)

    图  5  设计补强圈时容器开孔处的塑性变形(φs=10°)

    Figure  5.  Effective plastic strain around the opening of the vessel with a reinforcing ring(φs=10°)

    图  6  设计补强圈时容器开孔处的塑性变形(φs=15°)

    Figure  6.  Effective plastic strain around the opening of the vessel with a reinforcing ring(φs=15°)

    图  7  实验用球形爆炸容器及其开孔补强设计

    Figure  7.  The explosive containment vessel used in the experiment and its reinforcing design

    图  8  接管的结构响应曲线

    Figure  8.  Structural response of the nozzle

    图  9  补强圈测点的结构响应曲线

    Figure  9.  Structural response of the reinforcing ring

    表  1  连接处等效应变随补强圈尺寸变化情况

    Table  1.   The effective strain of the junction varied with the geometrical size of the reinforcing ring

    δH/Hεj(εj, s-εj)/εjεj(εj, s-εj)/εjεj(εj, s-εj)/εj
    φs=5°φs=10°φs=15°
    0.50.081-43%0.067-53%0.057-60%
    1.00.043-70%0.022-85%0.020-86%
    1.50.020-86%0.008-94%0.009-94%
    下载: 导出CSV

    表  2  厚壁接管配合补强圈计算结果(φs=10°)

    Table  2.   Simulation results of the model for the thick-walled nozzle with a reinforcing ring (φs=10°)

    δHεr, maxεn, max
    h/H=1h/H=5/3h/H=1h/H=5/3
    1.0H0.0220.0120.0570.021
    1.5H0.0080.0030.0110.005
    下载: 导出CSV
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    [8] 张德志.柱形爆炸容器载荷与塑性结构响应研究[D].西安: 西北核技术研究所, 2012.
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出版历程
  • 收稿日期:  2014-03-26
  • 修回日期:  2014-10-16
  • 刊出日期:  2015-10-10

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