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采用花朵授粉算法的等几何边界元形状优化

高翔 王林军 刘洋 陈保家 付君健

高翔,王林军,刘洋,等. 采用花朵授粉算法的等几何边界元形状优化[J]. 北京航空航天大学学报,2023,49(5):1148-1155 doi: 10.13700/j.bh.1001-5965.2021.0383
引用本文: 高翔,王林军,刘洋,等. 采用花朵授粉算法的等几何边界元形状优化[J]. 北京航空航天大学学报,2023,49(5):1148-1155 doi: 10.13700/j.bh.1001-5965.2021.0383
GAO X,WANG L J,LIU Y,et al. Shape optimization of isogeometric boundary element method using flower pollination algorithm[J]. Journal of Beijing University of Aeronautics and Astronautics,2023,49(5):1148-1155 (in Chinese) doi: 10.13700/j.bh.1001-5965.2021.0383
Citation: GAO X,WANG L J,LIU Y,et al. Shape optimization of isogeometric boundary element method using flower pollination algorithm[J]. Journal of Beijing University of Aeronautics and Astronautics,2023,49(5):1148-1155 (in Chinese) doi: 10.13700/j.bh.1001-5965.2021.0383

采用花朵授粉算法的等几何边界元形状优化

doi: 10.13700/j.bh.1001-5965.2021.0383
基金项目: 国家自然科学基金(51975324)
详细信息
    通讯作者:

    E-mail:ljwang2006@126.com

  • 中图分类号: TH122

Shape optimization of isogeometric boundary element method using flower pollination algorithm

Funds: National Natural Science Foundation of China (51975324)
More Information
  • 摘要:

    为了避免离散整个结构,以及减少几何模型与离散模型之间的误差,提出一种改进的花朵授粉算法优化等几何边界元模型的形状优化算法。采用的边界元法仅需离散结构边界,简化了离散过程,且加入的等几何分析可提高计算精度。以最小化位移或应力为目标函数,以结构面积等于指定面积为约束条件,采用增广乘子法将约束优化模型转化为无约束优化模型;通过等几何边界元法对结构的受力情况进行分析;采用精英反向学习策略及大规模分布估计算法(LSEDA)改进花朵授粉算法,通过花朵授粉算法优化控制点的坐标值,并通过非均匀有理 B 样条(NURBS)基函数构建结构的边界,输出最优结构的形状。Ackley函数的测试结果表明:改进的花朵授粉算法14步收敛,而原始花朵授粉算法136步收敛,且所得最小值为8.881 8×10−16,小于0.001 4,改进的花朵授粉算法寻优能力更强。形状优化的计算结果表明:所提算法可有效求解二维等几何边界元形状优化问题。

     

  • 图 1  对数坐标系下的Gauss-Lévy混合模型

    Figure 1.  Gauss-Lévy mixed model in logarithmic coordinate

    图 2  改进的花朵授粉算法流程

    Figure 2.  Flow chart of improved flower pollination algorithm

    图 3  两种花朵授粉算法的对比

    Figure 3.  Comparation of two kinds of flower pollination algorithms

    图 4  本文算法流程

    Figure 4.  Flowchart of the proposed algorithm

    图 5  位移最小化

    Figure 5.  Minimization of displacement

    图 6  应力最小化

    Figure 6.  Minimization of stress

    表  1  位移算例的控制点及节点向量

    Table  1.   Control points and knot vectors for displacement example

    参数数值
    ${\boldsymbol{P}}$[0, 0; 10, 0; 20, 0; 20, 5; 20, 10; 20, 15; 20, 20;
    10, 20; 0, 20; 0, 15; 0, 10; 0, 5; 0, 0]
    ${\boldsymbol{\varXi } }$
    [0, 0, 0, 1/6, 1/6, 2/6, 2/6, 3/6, 3/6, 4/6, 4/6, 5/6, 5/6, 1, 1, 1]
    下载: 导出CSV

    表  2  应力算力的控制点及节点向量

    Table  2.   Control points and knot vectors for stress example

    参数数值
    ${\boldsymbol{P}}$[0, 0; 10, 0; 20, 0; 20, 5; 20, 10; 20, 15; 20, 20;
    10, 20; 0, 20; 0, 15; 0, 10; 0, 5; 0, 0]
    ${\boldsymbol{\varXi } }$
    [0, 0, 0, 1/8, 1/8, 2/8, 3/8, 4/8, 4/8, 5/8, 5/8, 6/8, 7/8, 1, 1, 1]
    下载: 导出CSV
  • [1] 彭一江, 刘应华. 基面力单元法[M]. 北京: 科学出版社, 2017.

    PENG Y J, LIU Y H. Base force element method[M]. Beijing: Science Press, 2017(in Chinese).
    [2] 吴紫俊, 黄正东, 左兵权, 等. 等几何分析研究概述[J]. 机械工程学报, 2015, 51(5): 114-129. doi: 10.3901/JME.2015.05.114

    WU Z J, HUANG Z D, ZUO B Q, et al. Perspectives on isogeometric analysis[J]. Journal of Mechanical Engineering, 2015, 51(5): 114-129(in Chinese). doi: 10.3901/JME.2015.05.114
    [3] SIMPSON R N, BORDAS S P A, LIAN H, et al. An isogeometric boundary element method for elastostatic analysis: 2D implementation aspects[J]. Computers & Structures, 2013, 118: 2-12.
    [4] HAO P, WANG Y T, MA R, et al. A new reliability-based design optimization framework using isogeometric analysis[J]. Computer Methods in Applied Mechanics and Engineering, 2019, 345: 476-501 . doi: 10.1016/j.cma.2018.11.008
    [5] LIAN H, KERFRIDEN P, BORDAS S P A. Shape optimization directly from CAD: An isogeometric boundary element approach using T-splines[J]. Computer Methods in Applied Mechanics and Engineering, 2017, 317: 1-41. doi: 10.1016/j.cma.2016.11.012
    [6] YOON M, CHO S. Isogeometric shape design sensitivity analysis of elasticity problems using boundary integral equations[J]. Engineering Analysis with Boundary Elements, 2016, 66: 119-128. doi: 10.1016/j.enganabound.2016.01.010
    [7] LEE S W, YOON M, CHO S. Isogeometric topological shape optimization using dual evolution with boundary integral equation and level sets[J]. Computer-Aided Design, 2017, 82: 88-99. doi: 10.1016/j.cad.2016.08.004
    [8] CHOI M J, CHO S. A mesh regularization scheme to update internal control points for isogeometric shape design optimization[J]. Computer Methods in Applied Mechanics and Engineering, 2015, 285: 694-713. doi: 10.1016/j.cma.2014.11.045
    [9] LÜDEKER J K, SIGMUND O, KRIEGESMANN B. Inverse homogenization using isogeometric shape optimization[J]. Computer Methods in Applied Mechanics and Engineering, 2020, 368: 113170. doi: 10.1016/j.cma.2020.113170
    [10] KANG P, YOUN S K. Isogeometric shape optimization of trimmed shell structures[J]. Structural and Multidisciplinary Optimization, 2016, 53(4): 825-845. doi: 10.1007/s00158-015-1361-6
    [11] SUN S H, YU T T, NGUYEN T T, et al. Structural shape optimization by IGABEM and particle swarm optimization algorithm[J]. Engineering Analysis with Boundary Elements, 2018, 88: 26-40. doi: 10.1016/j.enganabound.2017.12.007
    [12] 张永恒. 工程优化设计与MATLAB实现[M]. 修订版. 北京: 清华大学出版社, 2011: 162-164.

    ZHANG Y H. Engineering optimization design and MATLAB implementation[M]. Revised ed. Beijing: Tsinghua University Press, 2011:162-164 (in Chinese).
    [13] 薛晗, 邵哲平, 潘家财, 等. 基于文化萤火虫算法-广义回归神经网络的船舶交通流量预测[J]. 上海交通大学学报, 2020, 54(4): 421-429. doi: 10.16183/j.cnki.jsjtu.2020.04.011

    XUE H, SHAO Z P, PAN J C, et al. Vessel traffic flow prediction based on CFA-GRNN algorithm[J]. Journal of Shanghai Jiao Tong University, 2020, 54(4): 421-429(in Chinese). doi: 10.16183/j.cnki.jsjtu.2020.04.011
    [14] HE Q, HU X, REN H, et al. A novel artificial fish swarm algorithm for solving large-scale reliability-redundancy application problem[J]. ISA Transactions, 2015, 59: 105-113. doi: 10.1016/j.isatra.2015.09.015
    [15] 王丽芳. 基于copula理论的分布估计算法研究[D]. 兰州: 兰州理工大学, 2011.

    WANG L F. The research on estimation of distribution algorithm based on copula theory[D]. Lanzhou: Lanzhou University of Technology, 2011(in Chinese).
    [16] 王振. 融合Copula分布估计的AEA算法及其在约束优化问题中的应用[D]. 上海: 华东理工大学, 2014.

    WANG Z. The AEA combined with Copula estimation of distribution algorithm and its application on constrained optimization problems[D]. Shanghai: East China University of Science and Technology, 2014 (in Chinese).
    [17] 韩江, 闵杰. 基于精英反向学习的烟花爆炸式免疫遗传算法[J]. 合肥工业大学学报(自然科学版), 2020, 43(4): 433-437.

    HAN J, MIN J. A fireworks explosive immune genetic algorithm based on elite opposition-based learning[J]. Journal of Hefei University of Technology (Natural Science), 2020, 43(4): 433-437(in Chinese).
    [18] 石彤, 李盼池. 量子教学优化算法及在函数优化中的应用[J]. 吉林大学学报(信息科学版), 2020, 38(5): 578-587. doi: 10.19292/j.cnki.jdxxp.2020.05.008

    SHI T, LI P C. Quantum teaching-learning-based optimization algorithm and its application in function optimization[J]. Journal of Jilin University (Information Science Edition), 2020, 38(5): 578-587(in Chinese). doi: 10.19292/j.cnki.jdxxp.2020.05.008
    [19] 李士勇, 李研. 智能优化算法原理与应用[M]. 哈尔滨: 哈尔滨工业大学出版社, 2012.

    LI S Y, LI Y. Intelligent optimization algorithm theory and applications[M]. Harbin: Harbin Institute of Technology Press, 2012(in Chinese).
    [20] 梁田, 曹德欣. 基于莱维飞行的改进简化粒子群算法[J]. 计算机工程与应用, 2021, 57(20): 188-196.

    LIANG T, CAO D X. An improved and simplified particle swarm optimization algorithm based on Levy flight[J]. Computer Engineering and Applications, 2021, 57(20): 188-196(in Chinese).
    [21] GUPTA S, DEEP K. Random walk grey wolf optimizer for constrained engineering optimization problems[J]. Computational Intelligence, 2018, 34(4): 1025-1045. doi: 10.1111/coin.12160
    [22] WANG Y, LI B. A restart univariate estimation of distribution algorithm: sampling under mixed Gaussian and Lévy probability distribution[C]//2008 IEEE Congress on Evolutionary Computation. Piscataway: IEEE Press, 2008: 3917-3924.
    [23] GAN B. Condensed isogeometric analysis for plate and shell structures [M]. Boca Raton: CRC Press, 2019: 1-40.
    [24] PIEGL L A, TILLER W. The NURBS book[M]. 2nd ed. Berlin: Springer, 1997.
    [25] COTTRELL J A, HUGHES T J R, BAZILEVS Y. Isogeometric analysis[M]. Hoboken: Wiley, 2009.
    [26] PROVATIDIS C G. Precursors of isogeometric analysis: Finite elements, boundary elements, and collocation methods[M]. Berlin: Springer, 2019.
    [27] DE FALCO C, REALI A, VÁZQUEZ R. GeoPDEs: A research tool for isogeometric analysis of PDEs[J]. Advances in Engineering Software, 2011, 42(12): 1020-1034. doi: 10.1016/j.advengsoft.2011.06.010
    [28] VÁZQUEZ R. A new design for the implementation of isogeometric analysis in Octave and Matlab: GeoPDEs 3.0[J]. Computers & Mathematics with Applications, 2016, 72(3): 523-554.
    [29] 高效伟, 彭海峰, 杨恺, 等. 高等边界元法——理论与程序[M]. 北京: 科学出版社, 2015: 227-250.

    GAO X W, PENG H F, YANG K, et al. Advanced boundary element method: Theory and procedure[M]. Beijing: Science Press, 2015: 227-250(in Chinese).
    [30] 杨德全, 赵忠生. 边界元理论及应用[M]. 北京: 北京理工大学出版社, 2002.

    YANG D Q, ZHAO Z S. Boundary element theory and its application[M]. Beijing: Beijing Insititute of Technology Press, 2002(in Chinese).
    [31] OLIVEIRA H L, ANDRADE H C, LEONEL E D. An isogeometric boundary element approach for topology optimization using the level set method[J]. Applied Mathematical Modelling, 2020, 84: 536-553. doi: 10.1016/j.apm.2020.03.047
    [32] 姚振汉, 王海涛. 边界元法[M]. 北京: 高等教育出版社, 2010.

    YAO Z H, WANG H T. Boundary element methods[M]. Beijing: Higher Education Press, 2010(in Chinese).
    [33] BIYIKLI E, TO A C. Proportional topology optimization: A new non-sensitivity method for solving stress constrained and minimum compliance problems and its implementation in MATLAB[J]. PLoS One, 2015, 10(12): e0145041. doi: 10.1371/journal.pone.0145041
    [34] YANG X S. Nature-inspired optimization algorithms[M]. Asmsterdam: Elsevier, 2014: 155-173.
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出版历程
  • 收稿日期:  2021-07-08
  • 录用日期:  2021-08-29
  • 网络出版日期:  2021-09-14
  • 整期出版日期:  2023-05-31

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