A PID-optimality criteria method for structural topology optimization

被引:1
作者
Fan, Weichun [1 ]
Xu, Zhongming [1 ]
Zhang, Zhifei [1 ]
机构
[1] Chongqing Univ, Coll Mech & Vehicle Engn, Chongqing, Peoples R China
基金
中国国家自然科学基金;
关键词
Topology optimization; Optimality criteria method; PID control; Multi-material topology optimization; LEVEL SET METHOD; QUADRATIC APPROXIMATION; DESIGN; ALGORITHM; SHAPE;
D O I
10.1007/s11081-023-09810-2
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this study a modified optimality criteria (OC) method which uses the Proportional, Integral, Derivative (PID) control to determine the Lagrange multiplier is proposed. The OC method is efficient in density based topology optimization. However, the undetermined Lagrange multiplier should be calculated first. In this study the Lagrange multiplier is taken as the controlled variable of PID controller, which enhances the convergence of the OC method. The constraint violation is taken as system error which updates the Lagrange multiplier. Combining the design variables update scheme in the OC method with the PID control algorithm, a gradually improved structure is produced during iteration. The optimal structure which satisfies the constraint function is obtained finally. The modified method implements simply and saves the computational time. Numerical examples of single material topology optimization validate the performance of the proposed method. Results show that the modified method converges fast with few iterations and short time. Subsequently, the modified method is extended to multi-material topology optimization. Results validate the modified method performs well in time-consuming multi-material problem.
引用
收藏
页码:439 / 458
页数:20
相关论文
共 45 条
  • [1] On equivalence between optimality criteria and projected gradient methods with application to topology optimization problem
    Ananiev, S
    [J]. MULTIBODY SYSTEM DYNAMICS, 2005, 13 (01) : 25 - 38
  • [2] Efficient topology optimization in MATLAB using 88 lines of code
    Andreassen, Erik
    Clausen, Anders
    Schevenels, Mattias
    Lazarov, Boyan S.
    Sigmund, Ole
    [J]. STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2011, 43 (01) : 1 - 16
  • [3] Bendsoe M. P., 1989, Struct. Optim, V1, P193, DOI [10.1007/BF01650949, DOI 10.1007/BF01650949]
  • [4] GENERATING OPTIMAL TOPOLOGIES IN STRUCTURAL DESIGN USING A HOMOGENIZATION METHOD
    BENDSOE, MP
    KIKUCHI, N
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1988, 71 (02) : 197 - 224
  • [5] Proportional Topology Optimization: A New Non-Sensitivity Method for Solving Stress Constrained and Minimum Compliance Problems and Its Implementation in MATLAB
    Biyikli, Emre
    To, Albert C.
    [J]. PLOS ONE, 2015, 10 (12):
  • [6] A survey in mathematics for industry - A survey on level set methods for inverse problems and optimal design
    Burger, M
    Osher, SJ
    [J]. EUROPEAN JOURNAL OF APPLIED MATHEMATICS, 2005, 16 : 263 - 301
  • [7] Multi-material proportional topology optimization based on the modified interpolation scheme
    Cui, Mingtao
    Zhang, Yifei
    Yang, Xinfeng
    Luo, Chenchun
    [J]. ENGINEERING WITH COMPUTERS, 2018, 34 (02) : 287 - 305
  • [8] Deng H, 2022, OPTIM ENG, V23, P1733, DOI 10.1007/s11081-021-09675-3
  • [9] Evolutionary topology optimization of continuum structures with stress constraints
    Fan, Zhao
    Xia, Liang
    Lai, Wuxing
    Xia, Qi
    Shi, Tielin
    [J]. STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2019, 59 (02) : 647 - 658
  • [10] Optimization design of large span portal-rigid steel frame with tapered sections under wind-induced drift constraint
    Fu, J. Y.
    Wu, J. R.
    Dong, C. C.
    Xu, A.
    Pi, Y. -L.
    [J]. ENGINEERING STRUCTURES, 2019, 194 : 396 - 405