Chinese Journal of Ship Research, Volume. 17, Issue 2, 156(2022)

Ship structural optimization method based on daptive mutation particle swarm algorithm

Yijing WANG, Guang'en LUO, Chenyang WANG, and Shuang LI
Author Affiliations
  • School of Naval Architecture and Ocean Engineering, Jiangsu University of Science and Technology, Zhenjiang 212100, China
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    Figures & Tables(14)
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    • Table 1. Testing functions

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      Table 1. Testing functions

      非线性函数数学表达式搜索区间最小值
      Ackley$f(x) = - 8\exp \left( - 0.2\sqrt {\dfrac{1}{n}\displaystyle\sum\limits_{i = 1}^n { {x} _i^2} } \right) - \exp \left[\dfrac{1}{n}\displaystyle\sum\limits_{i = 1}^n {\cos (2{\text{π} } {x_i})} \right] + 8 + {\text{e} }$n=30,[−5,5]0
      Rastrigin$f(x) = \displaystyle\sum\limits_{i = 1}^n {[x_i^2 - 10 \times \cos (2{\text{π} } {x_i}) + 10]}$n =10,[−10,10]0
      Sphere$ f(x) = \displaystyle\sum\limits_{i = 1}^n {x_i^2} $n =30,[−5,5]0
      Rosenbrock$ f(x) = \displaystyle\sum\limits_{i = 1}^n {[100 \times {{(x_i^2 - {x_{i + 1}})}^2} + {{({x_i} - 1)}^2}]} $n =15,[−30,30]0
    • Table 2. Test results by different algorithms

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      Table 2. Test results by different algorithms

      函数名称寻优结果最小值
      GA算法PSO算法AMPSO算法
      Ackley0.6700.7600.6200
      Rastrigin0.0304.9780.0100
      Sphere0.0560.0410.0190
      Rosenbrock29.17115.5907.4330
    • Table 3. Comparison of calculated errors using test samples for training different BP neural networks

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      Table 3. Comparison of calculated errors using test samples for training different BP neural networks

      训练次数BP神经网络GA-BP神经网络PSO-BP神经网络AMPSO-BP神经网络
      平均误差/%最大误差/%平均误差/%最大误差/%平均误差/%最大误差/%平均误差/%最大误差/%
      10.211.600.120.520.110.520.080.42
      20.331.260.130.630.120.410.090.47
      30.302.080.130.930.150.490.080.30
      40.663.360.150.860.150.930.080.30
      50.774.590.172.290.110.700.080.45
    • Table 4. Comparison of a cross-bar truss optimization results

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      Table 4. Comparison of a cross-bar truss optimization results

      参数OPTDYN[7]CONMIN[7]可行方向法[9]退火模拟法[9]文献[8]本文方法
      S1/cm2165.82162.59194.95197.68196.87185.74
      S2/cm20.6512.190.650.680.6450.85
      S3/cm2162.01160.46153.09150.90159.46152.40
      S4/cm2125.10102.1496.6493.2296.6391.75
      S5/cm20.650.650.650.700.6450.74
      S6/cm20.6511.290.654.093.093.27
      S7/cm299.36108.1454.9748.0945.85852.58
      S8/cm2131.10127.30134.07137.69138.387135.31
      S9/cm2133.81135.36134.80136.23131.935138.61
      S10/cm27.3616.190.650.670.6450.86
      W/kg2 480.962 522.222 292.002 286.002 300.682 272.10
    • Table 5. Comparison of a gangboard optimization results

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      Table 5. Comparison of a gangboard optimization results

      优化设计变量优化前优化后
      GA-BP-GAPSO-BP-GAAMPSO-BP-GA
      底板L型骨材腹板高度/mm50.031.031.141.0
      底板L型骨材−翼板厚度/mm4.02.82.92.6
      底板L型骨材−腹板厚度/mm4.02.23.12.6
      底板L型骨材−翼板宽度/mm16.013.312.613.0
      面板L型骨材腹板高度/mm80.075.677.966.0
      面板L型骨材−翼板厚度/mm6.76.46.46.4
      面板L型骨材−腹板厚度/mm5.04.34.03.0
      面板L型骨材−翼板宽度/mm22.021.520.820.7
      非车道面板/mm5.03.44.33.0
      肋板/mm5.03.44.33.0
      底板/mm5.03.44.33.0
      内车道面板/mm7.05.65.65.0
      外车道面板/mm10.08.07.87.9
      后端纵桁/mm8.07.26.56.1
      前段纵桁/mm16.010.010.210.4
      底板/mm5.03.44.33.0
      车道底板/mm8.07.26.56.1
      跳板重量/kg2 281.41 702.51 872.81 520.7
    • Table 6. Structural check after optimization

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      Table 6. Structural check after optimization

      板材变形/mm许用变形/mm校验结果
      应力/MPa许用应力/MPa应力/MPa许用应力/MPa
      62.90176.25171.00171.551.717.50合格
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    Yijing WANG, Guang'en LUO, Chenyang WANG, Shuang LI. Ship structural optimization method based on daptive mutation particle swarm algorithm[J]. Chinese Journal of Ship Research, 2022, 17(2): 156

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    Paper Information

    Category: Ship Structure and Fittings

    Received: Feb. 23, 2021

    Accepted: --

    Published Online: Mar. 24, 2025

    The Author Email:

    DOI:10.19693/j.issn.1673-3185.02306

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