MEI Yu-lin, WANG Xiao-ming, CHENG Geng-dong. Binary Discrete Method of Topology Optimization[J]. Applied Mathematics and Mechanics, 2007, 28(6): 631-642.
Citation: MEI Yu-lin, WANG Xiao-ming, CHENG Geng-dong. Binary Discrete Method of Topology Optimization[J]. Applied Mathematics and Mechanics, 2007, 28(6): 631-642.

Binary Discrete Method of Topology Optimization

  • Received Date: 2006-07-13
  • Rev Recd Date: 2007-04-11
  • Publish Date: 2007-06-15
  • The numerical non-stability of a discrete algorithm of topology optimization can result from the inaccurate evaluation of element sensitivities,especially,when material is added to elements.The estimation of element sensitivities is very inaccurate.Even their sign are also estimated wrongly.In order to overcome the problem,a new incremental sensitivity analysis formula was constructed based on the perturbation analysis of the elastic equilibrium increment equation,which can provide us with a good estimate of the change of the objective function whether material is removed from or added to elements.Meanwhile it can also be considered as the conventional sensitivity formula modified by a non-local element stiffness matrix.As a consequence,a binary discrete method of topology optimization was established,in which each element is assigned either a stiffness value of solid material or a small value indicating no material.And the optimization process can remove material from elements or add material to elements so as to make the objective function decrease.And a main advantage of the method is simplicity,no need of much mathematics,and particularly engineering application.
  • loading
  • [1]
    Hans A E, Olhoff N. Topology optimization of continuum structures: a review[J].Appl Mech Rev,2001,54(4):331-389. doi: 10.1115/1.1388075
    [2]
    Bendsoe M P,Sigmund O.Topology Optimization Theory: Methods and Applications[M].Berlin: Springer, 2003.
    [3]
    Beckers M. Topology optimization using a dual method with discrete variables[J].Structure and Multidisciplinary Optimization,1999,17(1):14-24.
    [4]
    Harber R B, Jog C S, Bendsoe M P. Variable-topology shape optimization with a control on perimeter[A/J]. In:Gilmore B J,Hoeltzel D A,Dutta D,et al Eds.Proceedings of the ASME,20th Design Automation Conference:Advances in Design Automation[C].Washington D C:AIAA;Advances in Design Automation, ASME,1994,69(2):261-272.
    [5]
    Harber R B, Jog C S, Bendsoe M P. A new approach to variable-topology design using a constraint on the perimeter[J].Structure and Multidisciplinary Optimization,1996,11(1/2):1-12.
    [6]
    Cheng G,Gu Y, Zhou Y.Accuracy of semi-analytical sensitivity analysis[J].Finite Elements in Analysis and Design,1989,6(2):113-128. doi: 10.1016/0168-874X(89)90039-5
    [7]
    Pasi Tanskanen. The evolutionary structural optimization method: theoretical aspects[J].Computer Methods in Applied Mechanics Engineering,2002,191(47/48):5485-5498. doi: 10.1016/S0045-7825(02)00464-4
    [8]
    Xie Y M, Steven G P. A simple evolutionary procedure for structural optimization[J].Computer & Structures,1993,49(5):885-896.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (2850) PDF downloads(664) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return