Assumption of reinforcement corrosion in submerged concrete structures

This paper presents a quick review of the models developed by earlier researchers to predict the service lifetime of the concrete structure considerately to style, materials, internal control, construction technology, environmental factors and also the maintenance/monitoring strategy adopted. Additionally varieties of case studies on the concrete structures under marine environment were considered for the life performance assessment through non destructive half-cell potentiometer test data. The results of the remaining service life obtained from the model are compared with the particular field condition and it's found that both are matching appropriately.