Elasto-plastic buckling of integrally stiffened panels (ISP): An optimization approach for the design of cross-section profiles

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In this work, three optimization algorithms-Levenberg-Marquardt, simulated annealing and a newly developed and proposed hybrid differential evolution particle swarm optimization are considered in the shape optimizations of cross-sections of integrally stiffened panels (ISP) for aeronautical applications, when subjected to buckling deformation modes within the elasto-plastic range. The proposed algorithm is shown to be robust and more effective, in the tested examples, than conventional optimization algorithms, leading to optimum designs of ISP cross-sections for a pre-defined buckling load-carrying capacity, combined with elasto-plastic nonlinear behaviors. (C) 2011 Elsevier Ltd. All rights reserved.
Publisher
ELSEVIER SCI LTD
Issue Date
2011-07
Language
English
Article Type
Article
Keywords

IMPERFECTION-SENSITIVITY; DIFFERENTIAL EVOLUTION; COMPRESSION; STABILITY; SHELLS; PLATES; SHEAR

Citation

THIN-WALLED STRUCTURES, v.49, no.7, pp.864 - 873

ISSN
0263-8231
DOI
10.1016/j.tws.2011.02.011
URI
http://hdl.handle.net/10203/203770
Appears in Collection
ME-Journal Papers(저널논문)
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