MODELING OF CHLORIDE DIFFUSION COEFFICIENT OFCONCRETE IN BANDAR ABBAS COASTS LOCATED IN SOUTHSIDE OF IRAN

Today, the deterioration of concrete structures due to reinforcement corrosion is a majorproblem in marine environments such as the Persian Gulf. Chloride induced corrosion is themain reason for premature deterioration, and sometimes failure, of reinforced concretestructures constructed in this region [1,2]

کلیدواژه ها:

Reinforced concrete ، Chloride diffusion coefficient ، Silica fume ، Tidal zone ، Modelling