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This document presents a simplified model for calculating the axial load-carrying capacity of corroded reinforced concrete columns. The model considers the effects of corrosion including: (1) reduction of steel area in longitudinal bars and stirrups, (2) reduction in concrete strength due to cracking from rust formation, and (3) loss of confinement pressure. The analytical load-carrying capacity and load-axial strain curves generated by the model fit well with existing experimental data. The expressions all

Author

vlad lupasteanu

Language

EN