Quantification of Dynamic Track Stiffness Using Machine Learning

Railway track stiffness is an essential factor influencing the track conditions and long-term deterioration. However, the traditional ways to measure the track stiffness are based on inverse computations using multi-body simulations and/or finite element models, which are time-consuming and at low-s...

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Main Authors: Junhui Huang, Xiaojie Yin, Sakdirat Kaewunruen
Format: Article
Language:English
Published: IEEE 2022-01-01
Series:IEEE Access
Subjects:
Online Access:https://ieeexplore.ieee.org/document/9830617/
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author Junhui Huang
Xiaojie Yin
Sakdirat Kaewunruen
author_facet Junhui Huang
Xiaojie Yin
Sakdirat Kaewunruen
author_sort Junhui Huang
collection DOAJ
description Railway track stiffness is an essential factor influencing the track conditions and long-term deterioration. However, the traditional ways to measure the track stiffness are based on inverse computations using multi-body simulations and/or finite element models, which are time-consuming and at low-speed operation. To overcome these challenges, we propose a convolutional neural network framework to predict the track dynamic stiffness using the accelerations captured by accelerometers mounted on the axle box in real-time. To provide a benefit of computational cost-friendly, a dilated convolutional layer has been added which allows the framework to be applied to a compact device. In our study, a nonlinear finite element model of train-track interactions has been calibrated and used to generate unbiased, full range of data sets of axle box accelerations under various track and operational factors. Subsequently, the simulated data is formatted to three different sample sizes: 250-timesteps, 500-timesteps, and 1,000-time steps. The fine-tuned CNN model is developed based on the three datasets and provides the optimal <inline-formula> <tex-math notation="LaTeX">$\textrm {R}^{2}$ </tex-math></inline-formula> of 0.94, 0.94, and 0.97. The insights gained from this study can assist the track stiffness measurement in the field with a novel measurement method providing continuous, cost-friendly, fast, and implementable benefits. The quantification of dynamic track stiffness will help track engineers to locate problematic and defective tracks promptly on the vast railway networks such as mud pumping, loss of support, pulverized ballast, and so on.
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spelling doaj.art-4c68f9110c174464aa5fd8e04ca7fcd62022-12-22T02:13:17ZengIEEEIEEE Access2169-35362022-01-0110787477875310.1109/ACCESS.2022.31912789830617Quantification of Dynamic Track Stiffness Using Machine LearningJunhui Huang0Xiaojie Yin1Sakdirat Kaewunruen2https://orcid.org/0000-0003-2153-3538Department of Civil Engineering, School of Engineering, University of Birmingham, Birmingham, U.K.Department of Civil Engineering, School of Engineering, University of Birmingham, Birmingham, U.K.Department of Civil Engineering, School of Engineering, University of Birmingham, Birmingham, U.K.Railway track stiffness is an essential factor influencing the track conditions and long-term deterioration. However, the traditional ways to measure the track stiffness are based on inverse computations using multi-body simulations and/or finite element models, which are time-consuming and at low-speed operation. To overcome these challenges, we propose a convolutional neural network framework to predict the track dynamic stiffness using the accelerations captured by accelerometers mounted on the axle box in real-time. To provide a benefit of computational cost-friendly, a dilated convolutional layer has been added which allows the framework to be applied to a compact device. In our study, a nonlinear finite element model of train-track interactions has been calibrated and used to generate unbiased, full range of data sets of axle box accelerations under various track and operational factors. Subsequently, the simulated data is formatted to three different sample sizes: 250-timesteps, 500-timesteps, and 1,000-time steps. The fine-tuned CNN model is developed based on the three datasets and provides the optimal <inline-formula> <tex-math notation="LaTeX">$\textrm {R}^{2}$ </tex-math></inline-formula> of 0.94, 0.94, and 0.97. The insights gained from this study can assist the track stiffness measurement in the field with a novel measurement method providing continuous, cost-friendly, fast, and implementable benefits. The quantification of dynamic track stiffness will help track engineers to locate problematic and defective tracks promptly on the vast railway networks such as mud pumping, loss of support, pulverized ballast, and so on.https://ieeexplore.ieee.org/document/9830617/Track stiffnessaxle box accelerationsdilated convolutionalmachine learningrailway infrastructure
spellingShingle Junhui Huang
Xiaojie Yin
Sakdirat Kaewunruen
Quantification of Dynamic Track Stiffness Using Machine Learning
IEEE Access
Track stiffness
axle box accelerations
dilated convolutional
machine learning
railway infrastructure
title Quantification of Dynamic Track Stiffness Using Machine Learning
title_full Quantification of Dynamic Track Stiffness Using Machine Learning
title_fullStr Quantification of Dynamic Track Stiffness Using Machine Learning
title_full_unstemmed Quantification of Dynamic Track Stiffness Using Machine Learning
title_short Quantification of Dynamic Track Stiffness Using Machine Learning
title_sort quantification of dynamic track stiffness using machine learning
topic Track stiffness
axle box accelerations
dilated convolutional
machine learning
railway infrastructure
url https://ieeexplore.ieee.org/document/9830617/
work_keys_str_mv AT junhuihuang quantificationofdynamictrackstiffnessusingmachinelearning
AT xiaojieyin quantificationofdynamictrackstiffnessusingmachinelearning
AT sakdiratkaewunruen quantificationofdynamictrackstiffnessusingmachinelearning