the closely spaced orthogonally oriented high strength wires in the column and girder grids are ideally positioned to resist the bursting forces created in the jointcausebrittle failures of reinforced concrete joints

The observed failures ... slipresultedfrom FRP - concrete bond deterioration as temperature continuously increased

a narrow width of loading plate as reflected by the nominal vertical bearing stresses on the concrete under the plate ... especially when these stresses are larger than IO percent of the cylinder crushing strength of concrete(passive) are ... influenced bythe inelastlc deformations of reinforced concrete hinging re - igions

these propertiesinfluencethe cracking of concrete , bond properties of reinforcing steel and behaviour under shear forces

a major factorcontributingtowards deterioration in reinforced concrete structures

polluted concrete mix(passive) is designedBond strength of concrete with the reinforcement bars

Graduated , Department of Civil Engineering , Shahid Rajaee Teacher Training University , Tehran , Iran 2 Associate Professor , Department of Civil Engineering , Shahid Rajaee Teacher Training University , Tehran , Iran 10.22075 / jrce.2020.19922.1392 One of the common methodsto createbond strength in reinforced concrete

the presence of continuous water exposure for the relatively young concretecausedhigher concrete tensile properties resulting in increased bond strength

Many other sourcescausedeterioration on reinforced concrete structures

that were writtento preventbond issues between reinforcement and concrete