to provide thermal insulation, which protects the reinforcement bars from fire, and;
to give reinforcing bars sufficient embedding to enable them to be stressed without slipping.
The premature failure of corroded steel reinforcements and the expansion of the iron corrosion products around the rebars are amongst the main causes of the concrete degradation. The carbon steel of rebars is protected from oxidation by atmospheric oxygen by the high pH of concrete interstitial water. Iron bar surface is passivated as long as the pH value is higher than 10.5. Fresh cement water has a pH of about 13.5 while evolved cement water pH ~ 12.5 is controlled by the dissolution of calcium hydroxide. Carbon dioxide present in the air slowly diffuses through the concrete cover over the rebar and progressively reacts with the alkaline hydroxides and with calcium hydroxide leading to the carbonatation of the hydrated cement paste. As a result, the pH of the cement drops and when its value is below 10.5 – 9.5, steel surface is no longer passivated and starts to corrode. A sufficient thickness of concrete cover is thus required in order to slow down the carbonatation process towards the rebar. The minimum concrete cover will depend on the environmental conditions encountered and must be thicker when the concrete is also exposed to moisture and chloride. A high quality concrete made with a low water-to-cement ratio will have a lower porosity and will be less permeable to water and to the ingress of corrosive species. A thicker cover or a more compact concrete will also reduce the diffusion of CO2 in the concrete, protecting it better from carbonatation and maintaining a higher pH for a longer time period, increasing so the rebar service life.
Structural applications
Concrete covers are frequently used in the construction of commercial developments, homes, bridges, municipalities, curb forming, and other locations or projects requiring long-lasting, durability. Concrete and steel reinforcement bars combine to create strong, resilient structures in the following ways:
Upon contact with each other, the cement paste and steel rebar form a non-reactive surface filmpreventing corrosion.
Reinforcement bars or beams can be strategically set throughout the concrete to achieve the required support system.
The bond created by utilizing rebar and concrete can also be attributed to the ridged rebar surface. This allows stresses to transfer from the concrete to the steel, and from the steel to concrete.
Concrete and steel have similar thermal expansion coefficients. Upon freezing or heating, they contract and expand in a similar manner, maintaining the structure needed.
Guidelines
National codes also specify minimum cover requirements based on their respective local exposure conditions.
Large cover depths are required to protect reinforcement against corrosion in aggressive environments, but thick cover leads to increased crack widths in flexural reinforced concrete members. Large crack-widths permit ingress of moisture and chemical attack to the concrete, resulting in possible corrosion of reinforcement and deterioration of concrete. Therefore, thick covers defeat the very purpose for which it is provided. There is a need for judicious balance of cover depth and crack width requirements. A possible economical solution for this paradox is the placing of a second layer of corrosion-resistant reinforcement like stainless steel rebars or meshes or FRP rebars in the concrete cover to distribute the cracks.
