Residual capacity of corroded reinforcing bars

By Yingang Du, L. A. Clark, A. Chan. 2005

658 citations recorded by the source corpus.

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Phenomenological hysteretic model for corroded reinforcing bars including inelastic buckling and low-cycle fatigue degradation (2015, methodology): “In this section the proposed methodology suggested by [41, 42] is adopted to account for the influence of pitting corrosion on the stress-strain behaviour of reinforcing bars in tension.”
Pitting corrosion and structural reliability of corroding RC structures: Experimental data and probabilistic analysis (2008, positive): “It is proposed that the yield stress reduces linearly such that [26]”
Three-dimensional corrosion pit measurement and statistical mechanical degradation analysis of deformed steel bars subjected to accelerated corrosion (2014, methodology): “This is because the average corrosion loss of steel bars was used as discussed in this and previous studies [11,18].”
Mechanical behaviour of pitting corrosion of flexural and shear reinforcement and its effect on structural reliability of corroding RC beams (2009, background): “There is sufficient evidence to suggest that yield stress reduces linearly with corrosion loss such that [23]:”
Chloride-induced corrosion of steel reinforcement – Mechanical performance and pit depth analysis (2013, background): “Recently [22–24,26–28], it was demonstrated that steel bars subjected to corrosion (salt-spray) may suffer a relatively modest loss of strength but a significant loss of ductility.”