Section 20
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Bi-criteria optimization of open cross section of the thin-walled beams with flat flanges
Article first published online: 22 DEC 2004
DOI: 10.1002/pamm.200410288
Copyright © 2004 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim
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How to Cite
Kasperska, R., Ostwald, M. and Rodak, M. (2004), Bi-criteria optimization of open cross section of the thin-walled beams with flat flanges. Proc. Appl. Math. Mech., 4: 614–615. doi: 10.1002/pamm.200410288
Publication History
- Issue published online: 22 DEC 2004
- Article first published online: 22 DEC 2004
References
- [1], , Variational design of open cross-section thin-walled beam under stability constrains, Thin-Walled Structures 35, 185-191 (1999).
- [2], , Optimum shape of open cross section of thin-walled beam, Engng. Optimization, 32(3, 335-351 (2000).
- [3], Optimization of open cross section thin-walled beam with flat web and circular flange, Thin-Walled Structures 40, 297-310 (2002).
- [4], , Stability of structures (Oxford University Press, New York, 1991).
- [5], Theory of elastic stability (McGraw-Hill Book Company Inc., New York, Toronto, London, 1961).
- [6], , Stability and optimization problems of sandwich structures, (Poznań-Zielona Góra, 1999), (in Polish).
- [7], , , Multicritera design optimization. Procedures and applications (Springer-Verlag, Berlin, Heidelberg, New York, 1990).

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