On-Board Monitoring of In-Service Trains for the Structural Health Monitoring of Railway Bridges

MSCA (Marie Skłodowska-Curie)HORIZON-TMA-MSCA-PF-GFID: 101104968
EC Contribution
€2,972
Consortium Size
2 orgs
Start Year
2024
Summary

Railway systems are expanding rapidly worldwide as a 'green' means of transportation. Such rapid expansion poses a challenge toguaranteeing safety and ensuring the quality of railway systems. Continuous monitoring of tracks and rail bridges can help diagnoseand prognose damage timely, increasing railway transportation reliability. In this project, we focus on rail bridges, whose conditionassessment traditionally relies on a static network of sensors. Although well-established, this technique lacks portability, entailsconsiderable cost and effort, and, crucially, inhibits continuous monitoring, as the lifespan of sensors is generally smaller than that ofthe bridge. To tackle these limitations, indirect monitoring practices have recently gained attraction. Such methods extract thedynamic properties of bridges via measurements from traversing vehicles by exploiting the Vehicle-Bridge Interaction (VBI) principle.This way they offer mobility and lower installation and maintenance costs. However, the majority of studies on indirect monitoring ofbridges focus on highways. Despite the similarities of VBI modelling between highways and railways, distinct differences (e.g., vehicleand contact models, moving speed, loading patterns) do not allow the direct application of current indirect monitoring methods torailway bridges. Another challenge is the blurring effect of surface roughness, which, simplistically, is typically considered as known oris eliminated. To this end, this project proposes a consistent methodology to continuously monitor railway bridges via On-BoardMonitoring of in-service trains, with a simultaneous characterization of the involved roughness profiles. Accordingly, it proposes ahybrid modelling procedure that considers a VBI model (which represents actual train-bridge systems and considers the roughness ofthe involved track system) fused with vibration measurements collected from traversing trains.

Consortium (2)

Project Results (9)

Source: CORDIS, the EU research results database.

Publications (8)
Sigma-point Bootstrapping for Uncertainty Quantification in Subspace Identification for Non-Gaussian Estimates
Model Validation and Uncertainty Quantification, Vol. 3· 2026DOI
Szymon Greś; Charikleia Stoura; Vasilis Dertimanis; Eleni Chatzi
COMBINING EXPERIMENTAL DATA AND NUMERICAL MODELING TO ANALYZE TRAIN-STRUCTURE INTERACTION ON THE HISTORIC SAN MICHELE BRIDGE (ITALY, 1889)
Proceedings of the 6th International Conference on Uncertainty Quantification in Computational Sciences and Engineering (UNCECOMP), 6th International Conference on Uncertainty Quantification in Computational Sciences and Engineering· 2025DOI
Lorenzo Ermolli, Michele Guerini, Charikleia Stoura, Rosalba Ferrari, Vasilis Dertimanis, Eleni Chatzi, Egidio Rizzi
Identification of railway bridge modal properties based solely on acceleration data from traversing trains
Mechanical Systems and Signal Processing· 2025DOI
Charikleia D. Stoura; Szymon Greś; Vasilis K. Dertimanis; Lucian Ancu; Eleni N. Chatzi
MODAL DYNAMIC IDENTIFICATION OF THE HISTORIC SAN MICHELE BRIDGE (ITALY, 1889)
Proceedings of the 10th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2025), 10th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering· 2025DOI
Michele Guerini, Lorenzo Ermolli, Charikleia Stoura, Rosalba Ferrari, Vasilis Dertimanis, Eleni Chatzi, Egidio Rizzi
Drive-by modal identification of railway bridges via on-board measurements from a single railroad vehicle
e-Journal of Nondestructive Testing· 2024DOI
Stoura, Charikleia; Dertimanis, Vasilis K.; Chatzi, Eleni; id_orcid0000-0002-6870-240X
Extended Modified Bridge System (EMBS) method for decoupling seismic vehicle‐bridge interaction
Earthquake Engineering & Structural Dynamics· 2024DOI
Hossein Homaei; Charikleia D. Stoura; Elias G. Dimitrakopoulos
Data Management Plan
Data Management Plan
Deliverables (1)
Data Management Plan