Abstract
The bond slip behavior at the interface between a steel bar and concrete is of importance, in paticular, in the deformation stage of initial cracked, cracked and crashed concrete. In order to predict this behavior, the finite element method has been used, frequently, by many researchers. In this approach, this interface is modeled either by springs or by interface elements, which is based on the relation between the local bond stress and the relative slip of the bar. But the reports on the geometrical nonlinearities of the bond slip in the reinforced concrete plate and shells are not found.
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© 1987 Springer-Verlag Berlin, Heidelberg
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Kurata, M. (1987). Bond Slip Equations of Reinforced Concrete Shells. In: De Roeck, G., Quiroga, A.S., Van Laethem, M., Backx, E. (eds) Shell and Spatial Structures: Computational Aspects. Lecture Notes in Engineering, vol 26. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-83015-0_11
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DOI: https://doi.org/10.1007/978-3-642-83015-0_11
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