Integrating Image Processing and Machine Learning for the Non-Destructive Assessment of RC Beams Damage

Author:

Naderpour Hosein12ORCID,Abbasi Mohammad2,Kontoni Denise-Penelope N.34ORCID,Mirrashid Masoomeh5ORCID,Ezami Nima67ORCID,Savvides Ambrosios-Antonios8ORCID

Affiliation:

1. Department of Civil Engineering, Toronto Metropolitan University, Toronto, ON M5B 2K3, Canada

2. Faculty of Civil Engineering, Semnan University, Semnan 3513119111, Iran

3. Department of Civil Engineering, School of Engineering, University of the Peloponnese, GR-26334 Patras, Greece

4. School of Science and Technology, Hellenic Open University, GR-26335 Patras, Greece

5. College of Engineering, Abu Dhabi University, Abu Dhabi P.O. Box 59911, United Arab Emirates

6. Department of Civil and Mineral Engineering, University of Toronto, Toronto, ON M5S 1A4, Canada

7. GEI Consultants Inc., Markham, ON L3R 4M8, Canada

8. School of Civil Engineering, National Technical University of Athens, Zografou Campus, GR-15773 Athens, Greece

Abstract

Non-destructive testing (NDT) is a crucial method for detecting damages in concrete structures. Structural damage can lead to functional changes, necessitating a range of damage detection techniques. Non-destructive methods enable the pinpointing of the location of the damage without causing harm to the structure, thus saving both time and money. Damaged structures exhibit alterations in their static and dynamic properties, primarily stemming from a reduction in stiffness. Monitoring these changes allows for the determination of the failure location and severity, facilitating timely repairs and reinforcement before further deterioration occurs. A systematic approach to damage detection and assessment is pivotal for fortifying structures and preventing structural collapse, which can result in both financial and human losses. In this study, we employ image processing to categorize damaged beams based on their crack growth and propagation patterns. We also utilize support vector machine (SVM) and k-nearest neighbor (KNN) methods to detect the type, location, and extent of failures in reinforced concrete beams. To provide context and relevance for the laboratory specimens, we will compare our findings to the results from controlled experiments in a controlled laboratory setting.

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

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