Top-bar defects in reinforced concrete are voids that are observed below the reinforcing bars that are at an elevation of more than 300 mm, which reduces the bond strength and accelerates the corrosion process of reinforced concrete. Ultrasonic wave-based non-destructive methods have been developed to (i) detect the top-bar effect in reinforced concrete and (ii) discern and monitor the corrosion process in reinforced concrete with and without the top-bar effects
© 2017 Elsevier Ltd Electro-chemical techniques that are routinely used in monitoring corrosion of r...
The deterioration of concrete structures due to rebar corrosion is a key issue affecting the safety ...
In this work, non-linear ultrasonic wave techniques have been used to detect the onset of micro-crac...
Corrosion of reinforcement bars which are embedded in concrete is one of the significant problems en...
Corrosion of reinforcing steel in concrete is one of the major durability problems faced by civil en...
The proposed study explores the feasibility of detecting and quantifying corrosion and delamination ...
An ultrasonic shear wave-based nondestructive method is proposed in this paper to detect steel-concr...
Corrosion in steel bars has been a major cause of the degradation of reinforced concrete (RC) struct...
Structural failure caused by corrosion of the reinforcing steel in concrete structures is quite comm...
Building and subsequent maintenance activities of civil infrastructure are responsible for a large q...
The feasibility of detecting and quantifying delamination at the interface between steel (or GFRP) b...
Corrosion of reinforcing steel bars (rebar) in reinforced concrete decks can lead to serious structu...
In an embedded guided wave system, energy gets leaked out into the embedding material as bulk waves....
Limited research has been performed in testing and measuring the reinforcement corrosion levels usin...
Reinforced concrete (RC) structures affected by corrosion of steel bars are often repaired and rehab...
© 2017 Elsevier Ltd Electro-chemical techniques that are routinely used in monitoring corrosion of r...
The deterioration of concrete structures due to rebar corrosion is a key issue affecting the safety ...
In this work, non-linear ultrasonic wave techniques have been used to detect the onset of micro-crac...
Corrosion of reinforcement bars which are embedded in concrete is one of the significant problems en...
Corrosion of reinforcing steel in concrete is one of the major durability problems faced by civil en...
The proposed study explores the feasibility of detecting and quantifying corrosion and delamination ...
An ultrasonic shear wave-based nondestructive method is proposed in this paper to detect steel-concr...
Corrosion in steel bars has been a major cause of the degradation of reinforced concrete (RC) struct...
Structural failure caused by corrosion of the reinforcing steel in concrete structures is quite comm...
Building and subsequent maintenance activities of civil infrastructure are responsible for a large q...
The feasibility of detecting and quantifying delamination at the interface between steel (or GFRP) b...
Corrosion of reinforcing steel bars (rebar) in reinforced concrete decks can lead to serious structu...
In an embedded guided wave system, energy gets leaked out into the embedding material as bulk waves....
Limited research has been performed in testing and measuring the reinforcement corrosion levels usin...
Reinforced concrete (RC) structures affected by corrosion of steel bars are often repaired and rehab...
© 2017 Elsevier Ltd Electro-chemical techniques that are routinely used in monitoring corrosion of r...
The deterioration of concrete structures due to rebar corrosion is a key issue affecting the safety ...
In this work, non-linear ultrasonic wave techniques have been used to detect the onset of micro-crac...