Combined approximations - a general reanalysis approach for structural optimization

Authors
Citation
U. Kirsch, Combined approximations - a general reanalysis approach for structural optimization, ST MULT OPT, 20(2), 2000, pp. 97-106
Citations number
20
Categorie Soggetti
Mechanical Engineering
Journal title
STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION
ISSN journal
1615147X → ACNP
Volume
20
Issue
2
Year of publication
2000
Pages
97 - 106
Database
ISI
SICI code
1615-147X(200010)20:2<97:CA-AGR>2.0.ZU;2-4
Abstract
The Combined Approximations JCA) method developed recently, is an effective reanalysis approach providing high quality results. In the solution proces s the terms of the binomial series, used as basis vectors, are first calcul ated by forward and back substitutions. Utilizing a Gram-Schmidt orthogonal ization procedure, a new set of uncoupled basis vectors is then generated a nd normalized. Consequently, accurate results can be achieved by considerin g additional vectors, without modifying the calculations that were already carried out. In previous studies, the CA method has been used to obtain eff iciently accurate approximations of the structural response in problems of linear reanalysis. It is shown in this paper that the method is most suitab le for a wide range of structural optimization problems including linear re analysis, nonlinear reanalysis and eigenvalue reanalysis. Some consideratio ns related to the efficiency of the solution process and the accuracy of th e results are discussed, and numerical examples are demonstrated. It is sho wn that efficient and accurate approximations are achieved for very large c hanges in the design.