Structural reliability of concrete bridges including improved chloride-induced corrosion models

By K. Vu, Mark G. Stewart. 2000

862 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/e6690acab0a91204781cadef8bebd2c8458919a1

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In Civil and Structural Engineering

Citations in the corpus

Mechanical behaviour of pitting corrosion of flexural and shear reinforcement and its effect on structural reliability of corroding RC beams (2009, background): “, [3–7]), much of this work assumes general (uniform) corrosion and if pitting corrosion is considered then simplifying assumptions are”
Effect of cumulative seismic damage and corrosion on the life‐cycle cost of reinforced concrete bridges (2009, methodology): “2 Structural properties of corroded structure The reduction in steel reinforcement area due to corrosion is given by Choe et al (2007) based on the work Vu and Stewart (2000) as follows:”
A comprehensive probabilistic model of chloride ingress in unsaturated concrete (2011, methodology): “In general, in chloride ingress modeling, it is assumed that the concentration of chlorides in the surrounding environment remains constant for the exposure to de-icing salts [29, 30].”
Probabilistic lifetime assessment of RC structures under coupled corrosion–fatigue deterioration processes (2009, background): “2b follows the shape of the fatigue crack growth rate as a function of time, which starts growing after corrosion initiation and pit nucleation.”
Feasibility of using digital image correlation for unmanned aerial vehicle structural health monitoring of bridges (2018, background): “chloride contamination).(10,11) With particular reference to concrete bridges, they can experience various grades of integrity loss over time from several factors.”
Spatial time-dependent reliability analysis of corroding pretensioned prestressed concrete bridge girders (2007, background): “29 [35].”