المجلة الدولية للعلوم والتقنية

In this research, we study the rate of corrosion of rebar for beams and cubes within the climatic environment (Climatic chamber Environment) (C.C.E) using a concrete cover ranging from (25 to 65) mm with changing the ratio of water to cement by percentages ranging from (0.45 to 0.75) mm using local water (tap water T.T.W) for the city of Tripoli and show that these samples are affected in terms of the rate of corrosion and electrochemical behavior according to changing the proportions of water to cement as well as changing the proportions of concrete cover. The research came as an integral part of what we presented in a previous study[1] . In it, we presented the results obtained after exposing beams and cubes outside the outdoor environment to different conditions using local water. Keywords: In this research, we study the rate of corrosion of rebar for beams and cubes within the climatic environment (Climatic chamber Environment) (C.C.E) using a concrete cover ranging from (25 to 65) mm with changing the ratio of water to cement by percentages ranging from (0.45 to 0.75) mm using local water (tap water T.T.W) for the city of Tripoli and show that these samples are affected in terms of the rate of corrosion and electrochemical behavior according to changing the proportions of water to cement as well as changing the proportions of concrete cover. The research came as an integral part of what we presented in a previous study[1] . In it, we presented the results obtained after exposing beams and cubes outside the outdoor environment to different conditions using local water. Keywords: Concrete cover – corrosion- reinforced concrete- tap water- Climatic Chamber Environment