Wensen Cao

Probabilistic Time-Variant Flexural Capacity Model and Flexural Bearing Fragility for Reinforced Concrete Beams under Steel Reinforcement Corrosion Induced by Concrete Carbonation

Abstract Steel reinforcement corrosion induced by concrete carbonation is the main reason for the degradation of the load-bearing capacity of reinforced concrete (RC) structures exposed to the atmospheric environment in urban areas. A probabilistic framework is proposed in this p...