Influence of chloride and moisture content on steel rebar corrosion in concrete

• Reinforced mortar samples were exposed in humidity chambers with different relative humidity or exposed in cyclic moisture conditions. The rebars were in an “as received” condition meaning that the preexisting oxide scale were intact. The lowest chloride concentration that initiated corrosion was 1% Cl− by mass of cement, corrosion was then observed for samples exposed at 97% relative humidity. It is suggested that the corrosion rate decreases when samples are exposed to a relative humidity lower than 97%. The results indicate that threshold levels should be evaluated at rather humid conditions (97%) despite the fact that the maximum corrosion rate at higher chloride levels is observed in the interval 91–94%. For samples exposed to cyclic moisture conditions, a lower chloride concentration was needed to initiate corrosion compared to samples exposed in static moisture conditions.

Subject headings

TEKNIK OCH TEKNOLOGIER  -- Kemiteknik -- Korrosionsteknik (hsv//swe)

ENGINEERING AND TECHNOLOGY  -- Chemical Engineering -- Corrosion Engineering (hsv//eng)

Keyword

chloride

concrete

corrosion

moisture

steel

Chlorine compounds

Concretes

Scale (deposits)

Chloride concentrations

Chloride levels

Humid conditions

Humidity chambers

Moisture conditions

Reinforced mortar

Threshold levels

Corrosion rate

chloride

concrete

corrosion

moisture

steel

Publication and Content Type

ref (subject category)

art (subject category)