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One of the most significant effects of reinforcing steel corrosion on reinforced concrete structures is the decline in the ductility-related properties of the steel. Such properties condition the behaviour of reinforced concrete structures and must be taken into account when re-engineering corroded members, for even the analytical approach itself may be determined on these grounds. The present experimental study addresses the variation in the ductility of concrete-embedded steel bars when exposed to accelerated corrosion; the results serve as a basis for a discussion of the most suitable methodology for structural analysis.

Ductilidad del acero de armar con diferentes grados de corrosión, aplicando el criterio de âacero equivalenteâ

Ductilidad del acero de armar con diferentes grados de corrosión, aplicando el criterio de âacero equivalenteâ