Monitoring and tracking of a suspension railway based on data-driven methods applied to inertial measurements

Abstract In this study, the dynamic response of the suspension railway system Skytrain Dusseldorf is exploited in order to localize the train and monitor the infrastructure based on the proposed structural health monitoring methodology. The Skytrain is a driverless monorail train, which operates at the Dusseldorf airport in Germany and connects the railway station with the main terminals. An inertial measurement unit is mounted on the bogie of the Skytrain that continuously acquires in-service data about the vehicle movement. Based on the train–track interaction, the dynamic response will be directly transmitted to the sensor and unique signal features can be extracted. In this context, the dynamic behavior of the train is used to identify turns and stops along the track. Computational intelligence learns from the operational data and can recognize features of the characteristic track profile. In order to localize the vehicle precisely, the proposed methodology applies a k-means clustering algorithm to label the field test data and an artificial neural network to classify the individual track sections. Each prediction is analyzed by an autoencoder in order to detect anomalous vehicle movements, which will be removed from the damage evaluation to avoid false alarms. Additionally, infrastructure monitoring is conducted on a side track of the Skytrain Dusseldorf. The Skytrains test track is modified with a broken bolt connection, which affects the dynamic response of the bypassing train. A damage index is introduced to evaluate the different track conditions and detect the damage along the side track. Furthermore, the results are compared to a one-class support vector machine, which represents a generalizable method for damage detection based on unsupervised anomaly detection. The outcome of the proposed work can be used to optimize the maintenance planning and ensure a high level of reliability and safety.

[1]  Behrouz Shafei,et al.  Fatigue analysis of sign-support structures during transportation under road-induced excitations , 2018, Engineering Structures.

[2]  Hui Li,et al.  Condition assessment of cables by pattern recognition of vehicle-induced cable tension ratio , 2018 .

[3]  Maksym Spiryagin,et al.  Modelling, simulation and applications of longitudinal train dynamics , 2017 .

[4]  Matteo Vagnoli,et al.  Railway bridge structural health monitoring and fault detection: State-of-the-art methods and future challenges , 2018 .

[5]  José Rodellar,et al.  Data-driven multivariate algorithms for damage detection and identification: Evaluation and comparison , 2014 .

[6]  Mario Bergés,et al.  Dynamic responses, GPS positions and environmental conditions of two light rail vehicles in Pittsburgh , 2019, Scientific Data.

[7]  Cristina Ribeiro,et al.  Experimental assessment of the dynamic behaviour of the train-track system at a culvert transition zone , 2017 .

[8]  Jianhui Lin,et al.  Time-frequency processing of track irregularities in high-speed train , 2016 .

[9]  E. Berggren,et al.  A new approach to the analysis and presentation of vertical track geometry quality and rail roughness , 2008 .

[10]  He Yi,et al.  Damage identification method for continuous girder bridges based on spatially-distributed long-gauge strain sensing under moving loads , 2018 .

[11]  Haoyu Wang,et al.  Corrective countermeasure for track transition zones in railways: Adjustable fastener , 2018, Engineering Structures.

[12]  Alfonso Bahillo,et al.  A Survey of Train Positioning Solutions , 2017, IEEE Sensors Journal.

[13]  Arturo González,et al.  A discussion on the merits and limitations of using drive-by monitoring to detect localised damage in a bridge , 2017 .

[14]  Wentian Zhao,et al.  Fault diagnosis network design for vehicle on-board equipments of high-speed railway: A deep learning approach , 2016, Eng. Appl. Artif. Intell..

[15]  Eugene J. O'Brien,et al.  Application of empirical mode decomposition to drive-by bridge damage detection , 2017 .

[16]  James H. Garrett,et al.  A data fusion approach for track monitoring from multiple in-service trains , 2017 .

[17]  Stéphane Mallat,et al.  A Theory for Multiresolution Signal Decomposition: The Wavelet Representation , 1989, IEEE Trans. Pattern Anal. Mach. Intell..

[18]  Daniel Cantero,et al.  Determination of railway track longitudinal profile using measured inertial response of an in-service railway vehicle , 2018 .

[19]  Wei Zhang,et al.  Probabilistic fatigue damage assessment of coastal slender bridges under coupled dynamic loads , 2018, Engineering Structures.

[20]  Patrick Robertson,et al.  Measurement and analysis of train motion and railway track characteristics with inertial sensors , 2011, 2011 14th International IEEE Conference on Intelligent Transportation Systems (ITSC).

[21]  Charles R. Farrar,et al.  SINGULARITY DETECTION FOR STRUCTURAL HEALTH MONITORING USING HOLDER EXPONENTS , 2003 .

[22]  Feng Xiao,et al.  Characterization of non-stationary properties of vehicle–bridge response for structural health monitoring , 2017 .

[23]  Geoffrey E. Hinton,et al.  Learning representations by back-propagating errors , 1986, Nature.

[24]  James H. Garrett,et al.  Track monitoring from the dynamic response of a passing train: A sparse approach , 2017 .

[25]  Aboelmagd Noureldin,et al.  Wavelet Transform for Structural Health Monitoring: A Compendium of Uses and Features , 2006 .

[26]  Eugene J. O'Brien,et al.  Railway bridge damage detection using vehicle-based inertial measurements and apparent profile , 2017 .

[27]  Liu Feng,et al.  Urban rail track condition monitoring based on in-service vehicle acceleration measurements , 2016 .

[28]  Jerome P. Lynch,et al.  Probabilistic fatigue assessment of monitored railroad bridge components using long-term response data in a reliability framework , 2020 .

[29]  Eugene J. O'Brien,et al.  A Review of Indirect Bridge Monitoring Using Passing Vehicles , 2015 .

[30]  Víctor Compán,et al.  E. Torroja’s Bridge: Tailored Experimental Setup for SHM of a Historical Bridge with a Reduced Number of Sensors , 2018 .

[31]  Steffen Marx,et al.  Design of railway bridges for dynamic loads due to high-speed traffic , 2018, Engineering Structures.

[32]  Thomas Albrecht,et al.  A precise and reliable train positioning system and its use for automation of train operation , 2013, 2013 IEEE International Conference on Intelligent Rail Transportation Proceedings.

[33]  George Lampeas,et al.  Damage Identification in Composite Panels—Methodologies and Visualisation , 2016 .

[34]  James H. Garrett,et al.  Track-monitoring from the dynamic response of an operational train , 2017 .

[35]  Claudomiro Sales,et al.  A novel unsupervised approach based on a genetic algorithm for structural damage detection in bridges , 2016, Eng. Appl. Artif. Intell..

[36]  Koichi Maekawa,et al.  Remaining fatigue life assessment of in-service road bridge decks based upon artificial neural networks , 2018, Engineering Structures.

[37]  Bernd Markert,et al.  Tool wear monitoring of a retrofitted CNC milling machine using artificial neural networks , 2019, Manufacturing Letters.

[38]  Chih-Jen Lin,et al.  LIBSVM: A library for support vector machines , 2011, TIST.

[39]  Ziyou Gao,et al.  Research and development of automatic train operation for railway transportation systems: A survey , 2017 .

[40]  Zili Li,et al.  Identification of characteristic frequencies of damaged railway tracks using field hammer test measurements , 2015 .