Aim of this paper is the evaluation of the steel properties influence on the behaviour of reinforced concrete structures, with particular reference to the ductility characteristics. A simplified beam model, subjected to bending moment and axial force, is developed and the relation between average strength and mean deformation is obtained. Furthermore the phenomenon of strain localization in the steel is pointed out.

Rinaldi, Z., Grimaldi, A. (2004). Influence of the steel properties on the ductility of r.c. structures. In M. Fremond, F. Maceri (a cura di), Novel approaches in civil engineering (pp. 297-309). Springer.

Influence of the steel properties on the ductility of r.c. structures

RINALDI, ZILA;GRIMALDI, ANTONIO
2004-01-01

Abstract

Aim of this paper is the evaluation of the steel properties influence on the behaviour of reinforced concrete structures, with particular reference to the ductility characteristics. A simplified beam model, subjected to bending moment and axial force, is developed and the relation between average strength and mean deformation is obtained. Furthermore the phenomenon of strain localization in the steel is pointed out.
2004
Settore ICAR/09 - TECNICA DELLE COSTRUZIONI
Settore ICAR/08 - SCIENZA DELLE COSTRUZIONI
English
Rilevanza internazionale
Articolo
steel ductility, strain localization
Rinaldi, Z., Grimaldi, A. (2004). Influence of the steel properties on the ductility of r.c. structures. In M. Fremond, F. Maceri (a cura di), Novel approaches in civil engineering (pp. 297-309). Springer.
Rinaldi, Z; Grimaldi, A
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/2108/26052
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