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Finite Element-based Parametric and Probabilistic Analysis of Structural Deterioration in Corroded Pre-stressed Concrete Girders
DownloadFall 2020
environment are highly susceptible to various corrosion-induced deteriorations, which can in turn affect the structural behaviour of PC girders. Therefore, it is important to understand and quantify the corrosion effects on the flexural and shear behaviours of PC bridge girders. In parallel with the
then used to conduct comprehensive parametric studies for both flexural and shear critical girders, respectively, focusing on the corrosion effects on the structural behaviour (e.g., stiffness, residual strength). The deterioration features considered in the parametric studies include pre-stress loss