Automated Rebar Recognition and Evaluation Through Hyperbolic Fitting and Signal Analysis of Ground Penetrating Radar GPR Data

Precise rebar spacing and depth determination are essential for evaluating the integrity and load-bearing capacity of reinforced and prestressed concrete structures. Traditional manual interpretation of ground penetrating radar (GPR) data can be timeconsuming and inconsistent, particularly when dealing with complex radargram signals. This study presents an automated rebar-picking method that employs hyperbolic fitting and positive peak signal analysis to enhance the accuracy of rebar detection. The developed algorithm processes GPR data by identifying hyperbolic reflections and extracting amplitude values from the peaks of these hyperbolas. It then compares these values to theoretical hyperbolas. A user-defined threshold is incorporated to enhance reliability, enabling users to adjust acceptable deviations. The algorithm constrains the difference between the detected hyperbolic amplitude patterns and the theoretical hyperbolas to 80 percent, accommodating a certain level of noise or signal variations. Once a rebar is identified, the algorithm automatically determines its location. Controlled experiments were conducted on a prestressed concrete beam to validate the method, during which GPR data was collected and analyzed. The results show that the algorithm achieves over 90 percent accuracy, successfully detecting and localizing most rebars. Additionally, field scans of prestressed concrete box beams confirm the efficacy of this method in determining rebar spacing and depth, even in challenging conditions involving signal noise or overlapping reflections. The findings demonstrate that this proposed method significantly enhances GPR non-destructive evaluation techniques by improving efficiency, precision, and repeatability while reducing the need for manual interpretation. Furthermore, the study highlights the potential of automated hyperbola based GPR analysis in structural health monitoring, offering a reliable and scalable solution for rebar detection in reinforced and prestressed concrete bridge infrastructure.

Authors

Institutions

Publication Details

Published
2025-09-09
DOI
https://doi.org/10.12783/shm2025/37327
Primary Topic
Geophysical Methods and Applications
Type
article
Field-Weighted Citation Impact
0.00

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Automated Rebar Recognition and Evaluation Through Hyperbolic Fitting and Signal Analysis of Ground Penetrating Radar GPR Data

Hien Nghiem, Wael Zatar
Geophysical Methods and Applications
article

Automated Rebar Recognition and Evaluation Through Hyperbolic Fitting and Signal Analysis of Ground Penetrating Radar GPR Data

Hien Nghiem, Wael Zatar
article en

Abstract

Precise rebar spacing and depth determination are essential for evaluating the integrity and load-bearing capacity of reinforced and prestressed concrete structures. Traditional manual interpretation of ground penetrating radar (GPR) data can be timeconsuming and inconsistent, particularly when dealing with complex radargram signals. This study presents an automated rebar-picking method that employs hyperbolic fitting and positive peak signal analysis to enhance the accuracy of rebar detection. The developed algorithm processes GPR data by identifying hyperbolic reflections and extracting amplitude values from the peaks of these hyperbolas. It then compares these values to theoretical hyperbolas. A user-defined threshold is incorporated to enhance reliability, enabling users to adjust acceptable deviations. The algorithm constrains the difference between the detected hyperbolic amplitude patterns and the theoretical hyperbolas to 80 percent, accommodating a certain level of noise or signal variations. Once a rebar is identified, the algorithm automatically determines its location. Controlled experiments were conducted on a prestressed concrete beam to validate the method, during which GPR data was collected and analyzed. The results show that the algorithm achieves over 90 percent accuracy, successfully detecting and localizing most rebars. Additionally, field scans of prestressed concrete box beams confirm the efficacy of this method in determining rebar spacing and depth, even in challenging conditions involving signal noise or overlapping reflections. The findings demonstrate that this proposed method significantly enhances GPR non-destructive evaluation techniques by improving efficiency, precision, and repeatability while reducing the need for manual interpretation. Furthermore, the study highlights the potential of automated hyperbola based GPR analysis in structural health monitoring, offering a reliable and scalable solution for rebar detection in reinforced and prestressed concrete bridge infrastructure.

Marshall University (US)
U.S. Department of Transportation, West Virginia Department of Transportation, Virginia Department of Transportation
Openalex Percentile: Top 64%
Geophysical Methods and Applications
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.

Automated Rebar Recognition and Evaluation Through Hyperbolic Fitting and Signal Analysis of Ground Penetrating Radar GPR Data — Hien Nghiem, Wael Zatar · (2025) | TGRS Research Map | TGRS