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Abstrakty
In this study a thin–walled bar with closed quadratic cross-section is considered. The elastic stability of axially compressed bar related to the cross–section distortion is investigated. The governing differential equation is derived with aid of the principle of stationary total potential energy. The critical load for the simply supported bar is found in analytical form and it is compared with the FEM solution. Sufficient accuracy of the results is worth of noticing.
Czasopismo
Rocznik
Tom
Strony
119--126
Opis fizyczny
Bibliogr. 6 poz.
Twórcy
autor
- Gdańsk University of Technology Faculty of Civil and Environmental Engineering Department of Structural Mechanics and Bridges G. Narutowicza 11/12, 13 80-233 Gdansk Poland
autor
- Gdańsk University of Technology Faculty of Ocean Engineering and Ship Technology Department of Theory and Ship Design G. Narutowicza 11/12, 13 80-233 Gdansk Poland
Bibliografia
- [1] Timoshenko, S. and Gere, J.: Theory of elastic stability, McGraw-Hill, International Book Company, 1961.
- [2] Thompson, J. and Hunt, G.: A general theory of elastic stability, John Wiley, New York, 1973.
- [3] Waszczyszyn, Z. et al.: Modern methods of stability analysis of structures, Ossolineum, Warsaw, (in Polish), 1981.
- [4] Waszczyszyn, Z. et al.: Selected problems of stability of structures, Ossolineum, Warsaw, (in Polish), 1987.
- [5] Królak, M. and Mania, R. (eds.): Stability of thin-walled plate structures, (1), Technical University of Łódź, Łódź, 2011.
- [6] Chudzikiewicz, A.: Stability loss due to the deformation of the cross-section, Engineering Transactions, 7(1), 45-61 (in Polish), 1960.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-bb0f9701-8a04-4f0a-ab42-b9a371779ad0