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Abstrakty
Buckling problem of pressured shallow spherical shells is studied numerically for two types of finite elements: axisymmetric and non–axisymmetric. A very good correspondence of obtained results and known solutions is revealed in the case of clamed and hinged spherical segments for both types of finite elements. The comparison of results also shows that using non–axisymmetric finite element lets one get full pre– and post– buckling equilibrium path in the range of relative deflections w=h.
Czasopismo
Rocznik
Tom
Strony
185--190
Opis fizyczny
Bibliogr. 5 poz.
Twórcy
autor
- Department of Structural Mechanics and Strength of Materials Prydniprovs'ka State Academy of Civil Engineering and Architecture Chernyshevskogo 24a, 49600 Dnipropetrovs'k, Ukraine
autor
Bibliografia
- [1] Grigolyuk, E. I. and Kabanov, V. V.: Stability of shells, Nauka, Moscow (in Russian), 1978.
- [2] Marcinowski, J.: Stability of relatively deep segments of spherical shells loaded by external pressure, Journal of Thin Walled Structures, 45, 906-910, 2007.
- [3] Weinitschke, H.: On the stability problem for shallow shells, Journal of Math. and Phys., 38, 209-231, 1960.
- [4] Thurston, G. A.: A numerical solution of the nonlinear equations for axisymmetrical bending of shallow spherical shells, J. Appl. Mech., 28(4), 551-562, 1961.
- [5] Lykhachova, O., Burlaka, O. and Krasovsky, V.: Buckling problem of shallow spherical shells: comparison of numerical results with known solutions, Proc. Theoretical Foundations Of Civil Engineering, 23, WP, Warsaw, 117-120, 2015.
Uwagi
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-9eefe3b1-fa32-4e51-95d5-e80e94b95504