A note on stress-constrained truss topology optimization

被引：31

作者：

Stolpe, M ^{[1
]}

Svanberg, K ^{[1
]}

机构：

[1] KTH, Optimizat & Syst Theory, Stockholm, Sweden

来源：

STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION | 2003年 / 25卷 / 01期

关键词：

truss topology optimization; stress constraints; local buckling constraints;

D O I：

10.1007/s00158-002-0273-4

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

The purpose of this brief note is to demonstrate that general-purpose optimization methods and codes should not be discarded when dealing with stress-constrained truss topology optimization. By using a disaggregated formulation of the considered problem, such methods may find also "singular optima", without using perturbation techniques like the epsilon-relaxed approach.

引用

页码：62 / 64

页数：3

共 5 条

[1]

Achtziger W, 1999, STRUCT OPTIMIZATION, V17, P235

[2] epsilon-relaxed approach in structural topology optimization [J].