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Abstrakty
The stability analysis of a plate loaded in compression is presented. The non–linear FEM equations are derived from the minimum total potential energy principle. The peculiarities of the effects of the initial imperfections are investigated using the user computer code. Special attention is paid to the influence of imperfections on the post– critical buckling mode. The FEM computer program using a 48 DOF element has been used for analysis. FEM model consists of 4x4 finite elements. Full Newton-Raphson procedure has been applied.
Czasopismo
Rocznik
Tom
Strony
143--149
Opis fizyczny
Bibliogr. 6 poz.
Twórcy
autor
- Faculty of Civil Engineering Department of Structural Mechanics Slovak University of Technology in Bratislava Radlinskeho 11, 810 05 Bratislava, Slovakia
autor
- Faculty of Civil Engineering Department of Structural Mechanics Slovak University of Technology in Bratislava Radlinskeho 11, 810 05 Bratislava, Slovakia
Bibliografia
- [1] Bloom, F. and Coffin, D.: Handbook of Thin Plate Buckling and Postbuckling, Chapman&Hall/CRC, Boca Raton, 2001.
- [2] Kołakowski, Z. and Kowal–Michalska, K.: Statics, Dynamics and Stability of Structures, Statics, Dynamics and Stability of Structural Elements and Systems, Vol. 2, Quick-Druk, Lodz, 2012.
- [3] Królak, M. and Mania, R. J.: Statics, Dynamics and Stability of Structures, Statics, Stability of Thin-Walled Plate Structures, Vol. 1, Quick-Druk, Lodz, 2011.
- [4] Psotny, M. and Ravinger, J.: Post-Buckling Behaviour of Imperfect Slender Web, Engineering Mechanics, Vol. 14, No. 6, 423-429, 2007.
- [5] Ravinger, J.:Stability and Vibration, Nakladatelstvo STU, Bratislava, 2012.
- [6] Saigal, S. and Yang, I.: Nonlinear Dynamic Analysis with 48 DOF Curved Thin Shell Element, International Journal for Numerical Methods in Engineering, 22, 1115-1128, 1985.
Uwagi
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę.
Typ dokumentu
Bibliografia
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bwmeta1.element.baztech-d9f93355-6c24-4d8d-b0a9-3fb40f10c1ed