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This study investigates the low-cycle fatigue (LCF) behavior of HRB400 reinforcing steel bars subjected to corrosion, focusing on their performance degradation under seismic action. The research reveals that corrosion significantly impacts the fatigue life of these bars, with smaller diameters experiencing greater losses, and proposes predictive models that integrate corrosion effects. The findings contribute to understanding the fatigue behavior of aging reinforced concrete structures in corrosive environm

Author

miguel.arminta

Language

EN