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On the latest progress of a Vibration-based NDT to estimate the strength and neutral temperature of rails

Tracks
Transportation
Wednesday, October 23, 2024
2:30 PM - 3:00 PM
209/210 - Technical Session

Overview

2023 ASNT Foundation Fellowship Recipient


Details

This presentation describes the latest advancement of a monitoring/inspection technique for the estimation of localized strength and longitudinal stress in con-tinuous welded rails (CWR). The technique is based on the use of vibration measurements and machine learning (ML). A finite element analysis is conducted to model the relationship between the boundary conditions and the longitudinal stress of any given CWR to the vibration characteristics of the rail. The results of the numerical analysis are used to train a ML algorithm that is then tested using field data obtained by an array of accelerometers polled on the track of interest. In the study presented in this article, the proposed technique was tested in the field. A commercial FEM software was used to model the rail track as a short rail segment repeated indefinitely and under varying boundary conditions and stress. A ML model was developed to infer the rail neutral temperature and the local resistance of rails to vertical and lateral displacement. The results of the experiments demonstrated that the success of the technique is dependent on the accuracy of the model and the ability to properly label the modes of the detected frequencies.


Speaker

Dr Piervincenzo Rizzo
Professor
University of Pittsburgh

On the latest progress of a Vibration-based NDT to estimate the strength and neutral temperature of rails

Presentation Description

This presentation describes the latest advancement of a monitoring/inspection technique for the estimation of localized strength and longitudinal stress in con-tinuous welded rails (CWR). The technique is based on the use of vibration measurements and machine learning (ML). A finite element analysis is conducted to model the relationship between the boundary conditions and the longitudinal stress of any given CWR to the vibration characteristics of the rail. The results of the numerical analysis are used to train a ML algorithm that is then tested using field data obtained by an array of accelerometers polled on the track of interest. In the study presented in this article, the proposed technique was tested in the field. A commercial FEM software was used to model the rail track as a short rail segment repeated indefinitely and under varying boundary conditions and stress. A ML model was developed to infer the rail neutral temperature and the local resistance of rails to vertical and lateral displacement. The results of the experiments demonstrated that the success of the technique is dependent on the accuracy of the model and the ability to properly label the modes of the detected frequencies.

2023 ASNT Foundation Fellowship Recipient

Biography

Dr. Rizzo received his Laurea (M.S. equivalent) in Aeronautical Engineering at the University of Palermo (Italy), and a Master and a Ph.D. in Structural Engineering at the University of California, San Diego. He is currently a full professor at the University of Pittsburgh. Dr. Rizzo’s research interests are in the areas of NDT and structural health monitoring using methods such as UT, AE, IR, and VT. Dr. Rizzo published about 130 referred papers, 13 Edited books and chapters in edited books book chapters, and more than 250 conference proceedings and technical reports. In 2023, he was named ASNT Fellow.
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