Structural Health Monitoring (SHM) and Nondestructive Evaluation (NDE) of civil infrastructure have been active areas of research for the past few decades. The traditional inspection methods for civil infrastructure, mostly relying on the visual inspection are time-consuming, labor-intensive, error-prone, and often provide subjective results. In the wake of rising costs for infrastructural maintenance, the time factor, safety issues, and the error-prone nature of human inspection methods, there is an increased need for the development of automated methods for bridge inspection and maintenance. The purpose of this research is to provide a novel Deep Learning-based approach for rebar detection and localization within bridge decks. The propose...
Bridge engineers increasingly prefer to use the Ground-Penetrating Radar (GPR) technique. GPR can yi...
Abstract This paper presents a multi-sensor data collection and data fusion procedure for nondestruc...
Current visual bridge deck inspection techniques do not provide enough quantitative information abou...
Manual processing of Ground Penetrating Radar (GPR) images is a very time-intensive task. The author...
Ground penetrating radar (GPR) is a non-destructive method (NDT) for subsurface object identificatio...
Statistics by the Federal Highway Administration (FHWA)’s report indicates that 11% of the bridges i...
Reinforcement concrete (RC) bridge decks are surveyed regularly to ensure that they are safe to use ...
Ground penetrating RADAR (GPR) is a widely used nondestructive testing (NDT) method for bridge deck ...
This paper presents the essence of two case studies by the authors on two major bridges in the UK. T...
Ground Penetrating Radar applications for structure surveying started to grow in the 1980s; amongst ...
Corrosion associated with reinforcing bars is the most significant contributor to bridge deficiencie...
The most expensive part to maintain throughout the lifespan of a reinforced concrete bridge is the d...
Degradation in concrete bridge decks is typically manifested as rebar corrosion, concrete delaminati...
When ground penetrating radar (GPR) is used for the non-destructive evaluation of concrete bridge de...
Annotated datasets play a significant role in developing advanced Artificial Intelligence (AI) model...
Bridge engineers increasingly prefer to use the Ground-Penetrating Radar (GPR) technique. GPR can yi...
Abstract This paper presents a multi-sensor data collection and data fusion procedure for nondestruc...
Current visual bridge deck inspection techniques do not provide enough quantitative information abou...
Manual processing of Ground Penetrating Radar (GPR) images is a very time-intensive task. The author...
Ground penetrating radar (GPR) is a non-destructive method (NDT) for subsurface object identificatio...
Statistics by the Federal Highway Administration (FHWA)’s report indicates that 11% of the bridges i...
Reinforcement concrete (RC) bridge decks are surveyed regularly to ensure that they are safe to use ...
Ground penetrating RADAR (GPR) is a widely used nondestructive testing (NDT) method for bridge deck ...
This paper presents the essence of two case studies by the authors on two major bridges in the UK. T...
Ground Penetrating Radar applications for structure surveying started to grow in the 1980s; amongst ...
Corrosion associated with reinforcing bars is the most significant contributor to bridge deficiencie...
The most expensive part to maintain throughout the lifespan of a reinforced concrete bridge is the d...
Degradation in concrete bridge decks is typically manifested as rebar corrosion, concrete delaminati...
When ground penetrating radar (GPR) is used for the non-destructive evaluation of concrete bridge de...
Annotated datasets play a significant role in developing advanced Artificial Intelligence (AI) model...
Bridge engineers increasingly prefer to use the Ground-Penetrating Radar (GPR) technique. GPR can yi...
Abstract This paper presents a multi-sensor data collection and data fusion procedure for nondestruc...
Current visual bridge deck inspection techniques do not provide enough quantitative information abou...