3D Numerical modelling of steel corrosion in concrete structures (CROSBI ID 173911)
Prilog u časopisu | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Ožbolt, Joško ; Balabanić, Gojko ; Kušter, Marija
engleski
3D Numerical modelling of steel corrosion in concrete structures
The paper deals with a 3D numerical model for transient analysis of processes after depassivation of reinforcement in concrete, which are relevant for calculation of corrosion rate. The aim of the study is to investigate the influence of the concrete quality, cracking and water saturation in concrete on the current density. The results show that the corrosion rate is higher in poor quality concrete than in good quality concrete. The model predicts that cracks do not influence corrosion rate for the case where the only influence of the crack is on the rate at which oxygen can reach the steel.
steel reinforcement concrete; modelling studies; pitting corrosion; oxygen
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Podaci o izdanju
Povezanost rada
Temeljne tehničke znanosti