Corrosion study rebars in reinforced concrete structure by open circuit potential method


Abstract

In present investigation an attempt has been made to investigate corrosion rate of mild steel, Tor steel and CRS steel in reinforced concrete structure by open circuit potential difference method obtained reliable results in OCP method. The four concrete block from sites have been selected. The factor causing corrosion and conditions of the environment has been studied. Attempt has been made to consider conditions which will help to get greater protection against corrosion problem for industries as well as household articles. 

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