水下爆炸载荷下柔性支撑板架结构防护效能快速预报与优化方法

郭桐桐 郭煜 余俊 陈娟 王海坤 张伦平

郭桐桐, 郭煜, 余俊, 陈娟, 王海坤, 张伦平. 水下爆炸载荷下柔性支撑板架结构防护效能快速预报与优化方法[J]. 爆炸与冲击, 2024, 44(10): 105101. doi: 10.11883/bzycj-2024-0068
引用本文: 郭桐桐, 郭煜, 余俊, 陈娟, 王海坤, 张伦平. 水下爆炸载荷下柔性支撑板架结构防护效能快速预报与优化方法[J]. 爆炸与冲击, 2024, 44(10): 105101. doi: 10.11883/bzycj-2024-0068
GUO Tongtong, GUO Yu, YU Jun, CHEN Juan, WANG Haikun, ZHANG Lunping. Rapid prediction and optimization method for protective effectiveness of flexibly supported plate structure under underwater explosive[J]. Explosion And Shock Waves, 2024, 44(10): 105101. doi: 10.11883/bzycj-2024-0068
Citation: GUO Tongtong, GUO Yu, YU Jun, CHEN Juan, WANG Haikun, ZHANG Lunping. Rapid prediction and optimization method for protective effectiveness of flexibly supported plate structure under underwater explosive[J]. Explosion And Shock Waves, 2024, 44(10): 105101. doi: 10.11883/bzycj-2024-0068

水下爆炸载荷下柔性支撑板架结构防护效能快速预报与优化方法

doi: 10.11883/bzycj-2024-0068
详细信息
    作者简介:

    郭桐桐(1995- ),男,硕士,工程师,guotongtong2013z@163.com

    通讯作者:

    张伦平(1983- ),男,硕士,研究员,applezergyx@126.com

  • 中图分类号: O383.1

Rapid prediction and optimization method for protective effectiveness of flexibly supported plate structure under underwater explosive

  • 摘要: 为实现柔性支撑板架结构在水下爆炸下防护效能的快速评估和设计优化,基于高置信度仿真,建立了水下爆炸作用下柔性支撑板架防护效能的评估方法并开展试验验证。采用验证后的高置信度仿真方法生成样本工况数据,并通过径向基神经网络模型构建能快速评估柔性支撑板架结构防护效能的代理模型。结合多岛遗传算法对建立的代理模型进行防护结构高防护效能和轻量化的多目标优化并获取最优结构参数。建立的快速预报与优化方法可以为相关的结构设计优化提供重要的技术支撑。
  • 图  1  柔性支撑板架结构的简化模型

    Figure  1.  Simplified model of flexibly supported plate structure

    图  2  迎爆面面板后弧形支撑板与T形筋分布

    Figure  2.  Distribution of the flexible support plate and T-shaped reinforcement behind the explosion facing panel

    图  3  网格划分

    Figure  3.  Grid partitioning

    图  4  边界设置

    Figure  4.  Boundary settings

    图  5  破坏判定与临界速度

    Figure  5.  Destruction determination and critical speed

    图  6  柔性支撑板架结构试验模型

    Figure  6.  Test model for flexibly supported plate structure

    图  7  柔性支撑板架结构试验模型的仿真计算

    Figure  7.  Simulation calculation of test model for flexibly supported plate structure

    图  8  试验模型的水下爆炸变形

    Figure  8.  Underwater explosion deformation of experimental model

    图  9  仿真得到的迎爆面面板变形

    Figure  9.  Deformation of the explosion facing panel in simulation

    表  1  钢材的J-C本构参数和失效参数设置[10]

    Table  1.   J-C constitutive and failure parameter settings for steel material[10]

    A/MPa B/MPa n m C 破坏位移/μm
    706 648 0.58 0 0.01 1
    D1 D2 D3 D4 D5 ${\dot \varepsilon _{ {0}}} $/s−1
    0.272 −0.073 −0.65 −0.003 0 1
    下载: 导出CSV

    表  2  柔性支撑板架结构各主要部分的极限吸能

    Table  2.   The ultimate energy absorption of the main parts of the flexibly supported plate structure on the ship’s side

    柔性支撑板架结构主要部分 极限吸能/MJ 吸能占总能量比例/%
    柔性支撑板架结构 112.21 100
    迎爆面面板 52.85 47.1
    水平弧形板 22.17 19.8
    水平弧形板肘板 1.05 0.9
    迎爆面T形筋腹板 10.40 9.3
    迎爆面T形筋面板 2.75 2.5
    背爆面面板 2.84 2.5
    下载: 导出CSV

    表  3  Q355B钢的J-C本构参数与失效参数设置[12]

    Table  3.   J-C constitutive and failure parameter settings for Q355B steel[12]

    A/MPa B/MPa n m C 破坏位移/μm
    360 300 0.547 0 0.046 1
    D1 D2 D3 D4 D5 $ {\dot \varepsilon _{ {0}}} $/s−1
    −0.091 1.532 −0.091 0 0 1
    下载: 导出CSV

    表  4  试验结果与高精度仿真结果比较

    Table  4.   Comparison between experimental results and high-precision simulation results

    最大挠度 横向变形长度 垂向变形长度
    仿真/m 实验/m 误差/% 仿真/m 实验/m 误差/% 仿真/m 实验/m 误差/%
    0.241 0.233 3.4 1.358 1.342 1.2 2.565 2.546 0.7
    下载: 导出CSV

    表  5  网格尺寸对于计算结果的影响

    Table  5.   The influence of grid size on calculation results

    网格尺寸/mm 网格数量 结构总吸能/kJ 最大挠度
    仿真/m 实验/m 误差/%
    20 80094 1130 0.241 0.233 3.4
    30 54459 1179 0.245 0.233 5.2
    40 37334 1206 0.246 0.233 5.5
    下载: 导出CSV

    表  6  样本点及计算结果

    Table  6.   Sample points and calculation results

    抽样工况 tb/mm th/mm tfb/mm Et/MJ mt/t
    1-1 26.57 9.71 4.00 199.2 79.6
    1-2 23.71 6.29 12.00 151.2 72.7
    1-3 24.86 5.71 4.57 189.9 72.3
    1-4 22.57 8.57 5.14 162.2 69.5
    1-5 27.71 4.57 6.86 207.5 78.9
    1-6 26.00 8.00 8.57 180.3 78.4
    1-7 24.29 12.00 6.29 164.1 77.0
    1-8 23.14 5.14 8.00 163.4 68.9
    1-9 29.43 6.86 9.71 208.1 85.9
    1-10 30.00 7.43 5.71 226.8 86.3
    1-11 28.29 10.86 7.43 198.5 85.8
    1-12 27.14 4.00 10.86 189.1 78.4
    1-13 28.86 10.29 11.43 189.5 88.1
    1-14 25.43 11.43 10.29 160.2 80.6
    1-15 22.00 9.14 9.14 140.0 70.1
    下载: 导出CSV

    表  7  RBF代理模型在检验工况上的精度检测

    Table  7.   Accuracy detection of RBF proxy model in testing conditions

    检验工况 tb/mm th/mm tfb/mm Et,d/MJ Et,f/MJ re/%
    2-1 22 6 4 167.0 157.1 6.3
    2-2 24 8 6 172.6 174.6 −1.2
    2-3 26 12 12 157.6 163.2 −3.4
    2-4 28 8 4 184.7 178.4 −3.5
    2-5 30 4 8 224.3 213.7 −4.9
    下载: 导出CSV

    表  8  优化得到的Pareto前沿解集

    Table  8.   Optimized Pareto frontier solution set

    Pareto解集工况 tb/mm th/mm tfb/mm Et,d/MJ mt/t γ/(MJ·t−1)
    3-1 27.76 4.01 5.32 214.7 78.00 2.75
    3-2 24.66 4.33 4.51 191.0 70.63 2.70
    3-3 28.45 5.31 4.04 220.9 79.58 2.78
    3-4 26.62 5.57 4.06 207.2 76.19 2.72
    3-5 25.50 5.96 4.99 193.3 74.19 2.61
    下载: 导出CSV
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出版历程
  • 收稿日期:  2024-03-11
  • 修回日期:  2024-08-21
  • 网络出版日期:  2024-09-02
  • 刊出日期:  2024-10-30

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