Discussion on some convergence problems in buckling optimisation
By Michael Bruyneel, Benoît Colson, A. Remouchamps. 2008
55 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/5afd06f2f37ea978ec7568216fb1bdeafaddbe5c
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In Civil and Structural Engineering
In Mechanics of Materials
Citations in the corpus
- Level‐set topology optimization with many linear buckling constraints using an efficient and robust eigensolver (2016, background): “Bruyneel et al [16] showed, for example, that increasing the number of buckling mode constraints from 12 to 100 reduced the number of iterations to converge from 44 to 6.”
- Efficient Optimization of Cylindrical Stiffened Shells with Reinforced Cutouts by Curvilinear Stiffeners (2016, background): “Moreover, it is generally recognized that the buckling optimization is a very difficult problem, and the reasons for slow convergence are multiple [36].”