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论文类型：期刊论文

发表时间：2004-05-01

发表刊物：STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION

收录刊物：EI、SCIE、Scopus

卷号：27

期号：1-2

页面范围：136-137

ISSN号：1615-147X

摘要：The stress-constrained truss topology optimization was discussed. Dr. Stolpe and Svanberg proposed a disaggregated formulation for the solution of singular optima, which included cross-sectional areas, node displacements, and internal forces as design variables. The Ε-relaxed approach aimed at finding the singular optima by well-developed structural size optimization algorithms in the context of the ground structure approach. Some global optimization methods were also proposed and a set of valuable benchmark examples with global optimality was presented. The study show that algorithms that can locate singular optima have more chance of finding the global optimum.