Research Article
Dec 1981
Buckling of Reinforced Concrete Shells
Publication: Journal of the Structural Division
Volume 107, Issue 12
Abstract
The special phenomena of reinforced concrete shell buckling is described on the basis of the latest results of research. The method presented takes into consideration the special properties of the reinforced concrete including, plasticity, creep, and quantity of reinforcement. Snap-through critical loads calculated by the described method are compared to the results of model tests and to the loads and critical loads of erected domes. The shell buckling stiffness was seen to be composed of two parts; the bending and the axial stiffness of the reinforced concrete cross section. The critical load is reduced by the plasticity and the imperfections. The critical load of the reinforced concrete shells decreases by the craks of concrete and increases by the reinforcement.
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Published In
Journal of the Structural Division
Volume 107 • Issue 12 • December 1981
Pages: 2381 - 2401
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Dec 1981
Published online: Feb 1, 2021
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Authors
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Endre Dulácska
Struct. Lead. Engr., Planning Office, BUVATI of Budapest, Hungary
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.