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Corrosion in Steel in RCC & Its Prevention

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This article covers the theory of corroding in reinforcement steel in RCC and simple measure that can be taken to limit corrosion of steel. When the steel in reinforced cement concrete corrodes, iron in steel is turned into rust (iron oxide). The rust occupies up to 2 to 1.5 times more volume and causes cracks in the concrete. The area of steel available to take up force is also reduced. Further moisture gets into the cracks and accelerates the rate of corrosion of the steel.

Corrosion of steel is a complicated electrochemical process. Difference in electrochemical potential on the surface of steel make anodic and cathodic areas on the steel surface. Metal oxides at the anodes and this leads to corrosion. There are many types of corrosion that can take place on the reinforcement bars. The following are the most important:

  • Atmospheric corrosion that occurs in normal atmospheric conditions.

  • Chloride corrosion that occurs in the presence of chlorides.

  • Other types such as hydrogen embritlement and stress corrosion are important in special situations like prestressed concrete numbers.


  • Exposure Condition Minimum Cement Content Maximum water cement ratio
    (Kg/m3)
      IS BS IS BS
    Mild 250 275 0.65 0.65
    Modest 290 300 0.55 0.60
    Severe 360 385 0.45 0.50



    Even though some authorities claim that corrosion can be controlled by addition of corrosion inhibitors into cement concrete mix or by dipping and coating steel reinforcement by suitable resins or bituminous compound, the conventional methods of controlling corrosion (oxide & chloride corrosion) are by selecting suitable value of following :

  • Cover to reinforcement

  • Cement content

  • Cement content and water cement ratio of concrete.

  • Proper compaction and curing.

    Minimum cover to reinforcement for mild conditional of exposure
    Cover for Minimum cover against corrosion
    Column Bars dia<12 mm 25 mm
    Column Bars dia<12 mm 40 mm
    Main Bars in beams 25 mm
    Other Bars such as stirrups 15 mm
    Main Bars in Slabs 15 mm
    Foundations 40 mm
    End of main Bar 25 mm (or over)

    Courtesy : Housing News



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