The bond between externally bonded FRP resuborcement and concrete substrate is highly dependent on the quality of the surface preparation. Accordingly, accurate measurement of surface roughness could lead to the more reliable and predictable bond behavior. This paper presents the results of an experimental study aimed at investigating the effect of surface preparation on bond performance of externally applied resuborcement other than FRP. Water jetting was used as the abrading method. The quantitative assessment of surface roughness was conducted using a newly-developed laser profilometer. Samples of externally applied steel resuborced polymer (SRP) and steel resuborced grout (SRG) resuborcement were pull-off tested. Comparison to the state...
Bonded repair of concrete structures with fiber reinforced polymer (FRP) systems is increasingly bei...
peer reviewedBefore any repair operation, an effective assessment of the concrete substrate has to b...
An experimental study was performed to evaluate the bond strength between two concrete layers, for d...
The bond between externally bonded FRP reinforcement and concrete substrate is highly dependent on t...
The objective of this research was to investigate the bond behavior of steel reinforced polymer (SRP...
The use of bonded fiber reinforced polymer (FRP) sheets for upgrade or repair of aging and deteriora...
The failure of a reinforced concrete member strengthened with fiberreinforced polymer (FRP) laminate...
The potential of Fiber Reinforced Polymer FRP in the reinforcement of concrete structures has been s...
The potential of Fiber Reinforced Polymer FRP in the reinforcement of concrete structures has been s...
The potential of Fiber Reinforced Polymer FRP in the reinforcement of concrete structures has been s...
The failure of a reinforced concrete member strengthened with FRP laminates may be caused by crushin...
In last decades significant investigation has been carried out in order to predict the bond strength...
The use of fiber reinforced polymers (FRP) is becoming more and more popular for strengthening and r...
The aim of this work to analyse the relationships between parameters of concrete surface geometry de...
peer reviewedAchieving durable bond between new and old concrete still represents a challenge in con...
Bonded repair of concrete structures with fiber reinforced polymer (FRP) systems is increasingly bei...
peer reviewedBefore any repair operation, an effective assessment of the concrete substrate has to b...
An experimental study was performed to evaluate the bond strength between two concrete layers, for d...
The bond between externally bonded FRP reinforcement and concrete substrate is highly dependent on t...
The objective of this research was to investigate the bond behavior of steel reinforced polymer (SRP...
The use of bonded fiber reinforced polymer (FRP) sheets for upgrade or repair of aging and deteriora...
The failure of a reinforced concrete member strengthened with fiberreinforced polymer (FRP) laminate...
The potential of Fiber Reinforced Polymer FRP in the reinforcement of concrete structures has been s...
The potential of Fiber Reinforced Polymer FRP in the reinforcement of concrete structures has been s...
The potential of Fiber Reinforced Polymer FRP in the reinforcement of concrete structures has been s...
The failure of a reinforced concrete member strengthened with FRP laminates may be caused by crushin...
In last decades significant investigation has been carried out in order to predict the bond strength...
The use of fiber reinforced polymers (FRP) is becoming more and more popular for strengthening and r...
The aim of this work to analyse the relationships between parameters of concrete surface geometry de...
peer reviewedAchieving durable bond between new and old concrete still represents a challenge in con...
Bonded repair of concrete structures with fiber reinforced polymer (FRP) systems is increasingly bei...
peer reviewedBefore any repair operation, an effective assessment of the concrete substrate has to b...
An experimental study was performed to evaluate the bond strength between two concrete layers, for d...