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Study Of The Impact Of Several Coatings In Minimizing The Rebar Corrosion In Concrete

“…That cubes with dimensions (150 mm x 150 mm x 150 mm) were coated with diacryodides resin paste of different thicknesses: 300 m, 250 m150 m. The reinforced concrete cubes were exposed after 28 days of curing to a corrosive environment for 60 days, in order to stimulate accelerated corrosion of rebar. Another test was performed using reinforced concrete cubes, in which the steel was not coated with dacryodidesoles resin but was also exposed after 28 days of curing to the same corrosive environment for 60 days [16]. Bonding strength test results of failure bonding load, bonding strength and maximum slip were 21.30%, 36.80% and 32.00% for members corroded, 36.47%, 64.00% and 49.30% for members coated respectively.…”