This paper describes an optimization procedure for the minimum weight design of complex structures. The procedure is based on a new cubic extended interior penalty function (CEIPF) used with the sequence of unconstrained minimization technique (SUMT) and Newton's method. The Hessian matrix of the pe
β¦ LIBER β¦
Stochastic structural topology optimization: discretization and penalty function approach
β Scribed by A. Evgrafov; M. Patriksson
- Publisher
- Springer-Verlag
- Year
- 2003
- Tongue
- English
- Weight
- 772 KB
- Volume
- 25
- Category
- Article
- ISSN
- 1615-1488
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