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Main Authors: Akiki, Elissa, Chehami, Lynda, Smagin, Nikolay, Moulin, Emmanuel, Assaad, Jamal, Zaatar, Youssef
Format: Preprint
Published: 2025
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Online Access:https://arxiv.org/abs/2509.06394
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author Akiki, Elissa
Chehami, Lynda
Smagin, Nikolay
Moulin, Emmanuel
Assaad, Jamal
Zaatar, Youssef
author_facet Akiki, Elissa
Chehami, Lynda
Smagin, Nikolay
Moulin, Emmanuel
Assaad, Jamal
Zaatar, Youssef
contents Non-destructive evaluation (NDE) of rail tracks is crucial to ensure the safety and reliability of rail transportation systems. In this work, we present a quantitative study using various signal processing methods to identify defects in rail structures. A diffuse field configuration was employed at few dozens of kiloHertz, where the emitter and receiver were remotely located, and wave energy propagated via multiple reflections within the medium. A reference database is first constructed by acquiring measurements at different rail positions and different torque levels (up to 50 N.m). The defect is then identified by comparing its signature to those stacked in the database. First, the destretching technique, based on Coda Wave Interferometry (CWI), is applied to correct for temperature-induced velocity variations. Then, the identification is performed using the Mean Square Error (MSE) metric and Orthogonal Matching Pursuit (OMP) technique. A comparative analysis of the both methods is conducted, focusing on their robustness and performance.
format Preprint
id arxiv_https___arxiv_org_abs_2509_06394
institution arXiv
publishDate 2025
record_format arxiv
spellingShingle Non-Destructive Rail Monitoring for Defect Identification
Akiki, Elissa
Chehami, Lynda
Smagin, Nikolay
Moulin, Emmanuel
Assaad, Jamal
Zaatar, Youssef
Classical Physics
Non-destructive evaluation (NDE) of rail tracks is crucial to ensure the safety and reliability of rail transportation systems. In this work, we present a quantitative study using various signal processing methods to identify defects in rail structures. A diffuse field configuration was employed at few dozens of kiloHertz, where the emitter and receiver were remotely located, and wave energy propagated via multiple reflections within the medium. A reference database is first constructed by acquiring measurements at different rail positions and different torque levels (up to 50 N.m). The defect is then identified by comparing its signature to those stacked in the database. First, the destretching technique, based on Coda Wave Interferometry (CWI), is applied to correct for temperature-induced velocity variations. Then, the identification is performed using the Mean Square Error (MSE) metric and Orthogonal Matching Pursuit (OMP) technique. A comparative analysis of the both methods is conducted, focusing on their robustness and performance.
title Non-Destructive Rail Monitoring for Defect Identification
topic Classical Physics
url https://arxiv.org/abs/2509.06394