基于遗传算法优化BP神经网络圆柱壳结构可靠度分析

杨博, 张鏖, 苏荣华, 梁一鸣, 何建

杨博, 张鏖, 苏荣华, 梁一鸣, 何建. 基于遗传算法优化BP神经网络圆柱壳结构可靠度分析[J]. 工程力学, 2025, 42(S): 16-22. DOI: 10.6052/j.issn.1000-4750.2024.06.S014
引用本文: 杨博, 张鏖, 苏荣华, 梁一鸣, 何建. 基于遗传算法优化BP神经网络圆柱壳结构可靠度分析[J]. 工程力学, 2025, 42(S): 16-22. DOI: 10.6052/j.issn.1000-4750.2024.06.S014
YANG Bo, ZHANG Ao, SU Rong-hua, LIANG Yi-ming, HE Jian. RELIABILITY ANALYSIS OF CYLINDRICAL SHELL STRUCTURES BASED ON BPNN OPTIMIZED BY GENETIC ALGORITHM[J]. Engineering Mechanics, 2025, 42(S): 16-22. DOI: 10.6052/j.issn.1000-4750.2024.06.S014
Citation: YANG Bo, ZHANG Ao, SU Rong-hua, LIANG Yi-ming, HE Jian. RELIABILITY ANALYSIS OF CYLINDRICAL SHELL STRUCTURES BASED ON BPNN OPTIMIZED BY GENETIC ALGORITHM[J]. Engineering Mechanics, 2025, 42(S): 16-22. DOI: 10.6052/j.issn.1000-4750.2024.06.S014

基于遗传算法优化BP神经网络圆柱壳结构可靠度分析

详细信息
    作者简介:

    杨 博(1997−),男,河南人,博士生,主要从事结构可靠度研究(E-mail: yangbo2023@hrbeu.edu.cn)

    苏荣华(1983−),男,北京人,高工,硕士,主要从事工程伪装研究(E-mail: 382438200@qq.com)

    梁一鸣(1990−),男,北京人,工程师,硕士,主要从事负泊松比结构性能研究(E-mail: lym19900825@163.com)

    何 建(1974−),男,黑龙江人,教授,博士,博导,主要从事结构可靠度研究(E-mail: hejian@hrbeu.edu.cn)

    通讯作者:

    张 鏖(1969−),男,北京人,正高工,硕士,博导,主要从事结构防护研究(E-mail: zhangao_jk@163.com)

  • 中图分类号: U674.7;U661.4;TP18

RELIABILITY ANALYSIS OF CYLINDRICAL SHELL STRUCTURES BASED ON BPNN OPTIMIZED BY GENETIC ALGORITHM

  • 摘要:

    针对水下爆炸载荷作用下的圆柱结构失效概率分析问题,提出基于遗传算法优化的BP神经网络和Monte Carlo相结合的方法建立代理模型,采用混合学习函数,寻找新训练点进行模型更新;通过数值算例验证算法的计算效率和精度,实现对水下爆炸载荷作用下圆柱壳结构的高效率高精度分析。结果表明:基于遗传算法优化的BP神经网络结合蒙特卡洛法可以明显提高计算效率,可应用于圆柱壳结构在水下爆炸载荷作用下的可靠性分析,研究结果对于结构的风险评估以及安全设计具有参考意义。

    Abstract:

    Aiming at the failure probability analysis of cylindrical structures under underwater explosion load, a surrogate model was established by combining BPNN optimized by genetic algorithm and Monte Carlo Simulation, and hybrid learning function was adopted to find the new training point for model updating. The calculation efficiency and accuracy of the algorithm were verified by numerical examples, and the high-efficiency and high-precision analysis of cylindrical shell structures under underwater explosion load was realized. The results show that the BPNN optimized based on genetic algorithm combined with Monte Carlo Simulation method can significantly improve the computational efficiency, and can be applied to the reliability analysis of cylindrical shell structures under underwater explosion load. The research results have reference significance for the risk assessment and safety-based design of structures.

  • 图  1   神经元整体结构

    Figure  1.   Neuron overall structure

    图  2   3层BP神经网络

    Figure  2.   3-layer BP neural network

    图  3   GA-BP-MCS分析流程

    Figure  3.   GA-BP-MCS analysis process

    图  4   迭代收敛加点情况

    Figure  4.   Iterative convergence and additional points

    图  5   GA-BP网络训练情况

    Figure  5.   GA-BP network training process

    图  6   模型训练误差

    Figure  6.   Model training error

    图  7   适应度曲线

    Figure  7.   Fitness curve

    图  8   921A钢屈服应力频数

    Figure  8.   Yield stress frequency of 921A steel

    图  9   921A钢弹性模量频数

    Figure  9.   Elastic modulus frequency of 921A steel

    图  10   有限元模型

    Figure  10.   Finite element model

    图  11   网格划分

    Figure  11.   Mesh division

    图  12   圆柱壳结果应力分布

    Figure  12.   Stress distribution of cylindrical shell results

    图  13   初始训练样本数据库

    Figure  13.   Initial training sample database

    图  14   有限元数据训练指标

    Figure  14.   Finite element data training metrics

    图  15   训练集效果

    Figure  15.   Training set performance

    图  16   测试集效果

    Figure  16.   Test set performance

    图  17   基于GA-BP-MCS方法圆柱壳结构失效概率

    Figure  17.   Failure probability of cylindrical shell structure based on GA-BP-MCS method

    表  1   不同算法计算结果对比

    Table  1   Comparison of calculation results of different algorithms

    半径 方法 调用次数/训练样本量 失效概率
    c=3 MCS[24] 1.2×105 3.35×10−3
    AK-MCS[24] 10+85(105) 3.52×10−3
    Meta-IS-AK[24] 48+600(—) 3.54×10−3
    GA-BP-MCS 50+101(50 000) 3.50×10−3
    c=4 MCS[24] 4.60×106 8.68×10−5
    AK-MCS[24] 10+106(106) 8.79×10−5
    Meta-IS-AK[24] 64+600(—) 8.60×10−5
    GA-BP-MCS 50+47(33 000) 8.30×10−5
    注: 括号内数字表示样本池的样本数量;“—”表示无样本池。
    下载: 导出CSV
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出版历程
  • 收稿日期:  2024-06-04
  • 修回日期:  2025-01-14
  • 网络出版日期:  2025-03-06
  • 刊出日期:  2025-06-24

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