Summary
The results of the nonlinear shell buckling theory have been extended to apply to the reinforced concrete shells. A simple relation is derived for the snap through critical load of r.c. shells. The solution contains the special properties of r.c. shells, i.e. the random imperfections of the shell, the quantity of reinforcement and the quality of concrete, and the nonlinear properties of r.c. shells, i.e. cracks in the cross sections, creep of the concrete and the plasticity of concrete and reinforcement respectively. The proposed method adequately describes the results and the situation of erected domes.
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© 1986 Springer, Berlin Heidelberg
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Dulácska, E. (1986). Buckling Analysis of Reinforced Concrete Shells. In: Bevilacqua, L., Feijóo, R., Valid, R. (eds) Inelastic Behaviour of Plates and Shells. International Union of Theoretical and Applied Mechanics. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-82776-1_10
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DOI: https://doi.org/10.1007/978-3-642-82776-1_10
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