Evolutionary structural optimisation (ESO) for combined topology and size optimisation of discrete structures

被引:33
|
作者
Steven, G [1 ]
Querin, O [1 ]
Xie, M [1 ]
机构
[1] Univ Sydney, Dept Aeronaut Engn, Sydney, NSW 2006, Australia
关键词
structural optimisation; finite element analysis; evolutionary method; size optimisation; topology optimisation; 3D rigid frames;
D O I
10.1016/S0045-7825(99)00359-X
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The single most researched and analysed topic in the held of structural optimisation in the last 40 years has been that of size optimisation for pin- and rigid-jointed frames. Much of the effort has been in developing the search engines that will find a global weight/volume minimum in the presence of multiple constraints, not all of which may be active at the minimum. Most of the algorithmic developments have followed formal mathematical programming techniques. Recently more heuristic methods have emerged for structural optimisation such as genetic algorithms, simulated biological growth and evolutionary algorithms. The authors have been researching the latter mentioned evolutionary structural optimisation (ESO) method for the last six years and have found it to be most efficacious for the full range of structural situations; topology, shape and size optimisation with stress, stiffness, frequency, stability constraints in 2D and 3D with single or multiple loads and support conditions. In the present work is a summary of some of our ESO research for pin and rigid-jointed 2D and 3D frames with or without multiple loads. The paper presents the simple evolutionary algorithm and gives examples covering the range of applications. Attention is also given to benchmarking the algorithms and to their reliability and robustness. (C) 2000 Elsevier Science S.A. All rights reserved.
引用
收藏
页码:743 / 754
页数:12
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