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Introducing a new method for assessing short railway bridge conditions using vehicle onboard systems
DOI:
https://doi.org/10.24425/ace.2024.151900Abstract
Railway bridges are critical in the transportation network and vital to the profitability of the industry. Maintaining the bridge condition to safety standards is a priority for all railroad owners. However, the accumulation of damage that is not visible during regular inspections may cause catastrophic failures. The recent railroad bridge collapse over the Yellowstone River caused a train carrying toxic materials to fall into the river. The question arises “Could we predict and prevent this bridge collapse?”. The railroad bridge’s dynamic response under the train traversed can enable the assessment of structural conditions and may reveal structural issues that are not visible during the visual inspection itself. The onboard vehicle-based system is a novel concept that allows an autonomous evaluation of the existing railway bridge structures and substructures. An onboard system provides observations for multiple bridges, as opposed to a structural health monitoring system that is capable of monitoring only a single bridge. In 2016 the potential use of existing onboard systems to detect weak bridge stringers and changes in pier elevations was proved by a set of tests performed in the Transportation Technology Center (TTC) in Colorado, USA under controlled conditions. Recently, the research expanded to evaluate bridges in service. Several short, open-deck, railway bridges on the Polish Railway were examined using track geometry cars. The data were analyzed to compare and observe the changes in bridge response. This paper provides a summary of the findings of the analyzed data and future steps for research implementation.References
[1] M. Jukowski, A. Zbiciak, and B. Skulski, “Influence of vehicle velocity and its parameters on the bridge structure response - case study”, Archives of Civil Engineering, vol. 64, no. 3, pp. 265-280, 2020, doi: 10.24425/ace.2020.134397.
[2] A.M. Rakoczy, D.E. Otter, and S.M. Dick, “Analytical and Measured Effects of Short and Heavy Rail Cars on Railway Bridges in the USA”, Applied Sciences, vol. 11, no. 7, 2021, doi: 10.3390/app11073126.
[3] F. Moreu and J.M. LaFave, Current Research Topics: Railroad bridges and structural engineering. Newmark Structural Engineering Laboratory, University of Illinois at Urbana-Champaign, 2012. Available: https://hdl.handle.net/2142/34749. [Accessed: 15 Feb. 2024].
[4] F. Moreu, “Framework for risk-based management and safety of railroad bridge infrastructure using wireless smart sensor (WSS)”, PhD. Thesis, University of Illinois at Urbana-Champaign, 2015. Available: https://hdl.handle.net/2142/78448. [Accessed: 15 Feb. 2024].
[5] J. A. Gomez, A.I. Ozdagli, and F. Moreu, “Reference-free dynamic displacement of railroad bridge using low-cost sensors”, Journal of Intelligent Material Systems and Structures, vol. 30, no. 9, pp. 1291-1305, 2017, doi: 10.1177/1045389X17721375.
[6] T. Yi, H. Li, and M. Gu, “Experimental assessment of high-rate GPS receivers for deformation monitoring of bridge”, Measurement, vol. 46, no. 1, pp. 420-432, 2013, doi: 10.1016/j.measurement.2012.07.018.
[7] M.G. Kogan, W. Kim, Y. Bock, and A.W. Smyth, “Load Response on a Large Suspension Bridge during the NYC Marathon Revealed by GPS and Accelerometers”, Seismological Research Letters, vol. 79, no. 1, pp. 12-19, 2008, doi: 10.1785/gssrl.79.1.12.
[8] P. Olaszek, D. Sala, M. Kokot, and M. Piątek, “Railway bridge monitoring system using inertial sensors”, in Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges. CRC Press, 2018, pp. 1522-1529.
[9] A.M. Rakoczy, W.A. Karwowski, D. Ribeiro, R. Santos, and R. Cabral, “Nowe narzędzia do inspekcji, diagnostyki i oceny istniejących obiektów mostowych”, Mosty, no. 4, pp. 40-45, 2023.
[10] D. Ribeiro, R. Santos, R. Cabral, and R. Calçada, “Remote Inspection and Monitoring of Civil Engineering Structures Based on Unmanned Aerial Vehicles”, in Advances on Testing and Experimentation in Civil Engineering: Materials, Structures and Buildings. Springer, 2023, pp. 123-144, doi: 10.1007/978-3-030-91877-4_79.
[11] P. Weston, C. Roberts, G. Yeo, and E. Stewart, “Perspectives on railway track geometry condition monitoring from in-service railway vehicles”, Vehicle System Dynamic, vol. 53, no. 7, pp. 1063-1091, 2015, doi: 10.1080/00423114.2015.1034730.
[12] Y.B. Yang, Z.-L. Wang, K. Shi, H. Xu, and Y.T. Wu, State-of-the-art of the vehicle-based methods for detecting the various properties of highway bridges and railway tracks”, International Journal of Structural Stability and Dynamics, vol. 20, no. 13, 2020, doi: 10.1142/S0219455420410047.
[13] A.M. Rakoczy, D.E. Otter, J.J. Malone, and S. Farritor, “Railroad Bridge Condition Evaluation Using Onboard Systems”, ASCE Journal of Bridge Engineering, vol. 21, no. 9, 2016, doi: 10.1061/(ASCE)BE.1943-5592.0000881.
[14] A.M. Rakoczy, X. Shu, and D.E. Otter, “Vehicle/Bridge Interaction Modeling and Validation for Short Railway Bridges”, Transportation Research Record, vol. 2642, no. 1, pp. 127-138, 2017, doi: 10.3141/2642-14.
[15] A.M. Rakoczy, W.A. Karwowski, and M. Pludowska-Zagrajek, “Evaluation of DPG Railway Bridges Using Vehicle Onboard Systems”, in Proceedings of AREMA 2023 Annual Conference with Railway Interchange. Indianapolis, IN, USA, 2023.
[16] W. Fan and P.Z. Qiao “Vibration-based damage identification methods: a review and comparative study”, Structural Health Monitoring, vol. 10, no. 1, pp. 83-111, 2011, doi: 10.1177/1475921710365419.
[17] A. González, “Vehicle-bridge dynamic interaction using finite element modeling”, in Finite Element Analysis. 2010, pp. 637-662, 2010, doi: 10.5772/10235.
[18] E.J. OBrien and J. Keenahan, “Drive-by damage detection in bridges using the apparent profile”, Structural Control and Health Monitoring, vol. 22, no. 5, pp. 813-825, 2015, doi: 10.1002/stc.1721.
[19] P. Quirke, C. Bowe, E.J. O’Brien, D. Cantero, P. Antolin, and J.M. Goicolea, “Railway bridge damage detection using vehicle-based inertial measurements and apparent profile”, Engineering Structures, vol. 153, pp. 421-442, 2017, doi: 10.1016/j.engstruct.2017.10.023.
[20] P.C. Fitzgerald, A. Malekjafarian, D. Cantero, E.J. O’Brien, and L.J. Prendergast, “Drive-by scour monitoring of railway bridges using a wavelet-based approach”, Engineering Structures, vol. 191, no. 15, pp. 1-11, 2019, doi: 10.1016/j.engstruct.2019.04.046.
[21] D. Cantero, T. Arvidsson, E.J. O’Brien, and R. Karoumi, “Train-track-bridge modeling and review of parameters”, Structure and Infrastructure Engineering, vol. 12, no. 9, 2016, doi: 10.1080/15732479.2015.1076854.
[22] Y. Ren, E. J. OBrien, D. Cantero, and J. Keenahan, “Railway Bridge Condition Monitoring Using Numerical Calculated Responses from Batches of Trains”, Applied Sciences, vol. 12, no. 10, art. no. 4972, 2022, doi: 10.3390/app12104972.
[23] D. Otter and R. Joy, “Onboard condition assessment of bridges using the track loading vehicle”, Railway Track and Structures, vol. 110, no. 1, pp. 14-17, 2014.
[24] A.E. Micu, E.J. O’Brien, C. Bowe, P. Fitzgerald, and V. Pakrashi, “Bridge damage and repair detection using an instrumented train”, ASCE Journal of Bridge Engineering, vol. 27, no. 3, 2022, doi: 10.1061/(ASCE)BE.1943-5592.0001827.
[25] S. Farritor and M. Fateh, Measurement of Vertical Track Deflection from a Moving Rail Car. DOT/FRA/ORD-13/08. Washington: Department of Transportation, Federal Railroad Administration, 2013. Available: https://railroads.dot.gov/elibrary/measurement-vertical-track-deflection-moving-rail-car. [Accessed: 15 Feb. 2024].
[26] P. Wang, Y. Wang, H. Tang, M. Gao, R. Chen, and J. Xu, “Error theory of chord-based measurement system regarding track geometry and improvement by high frequency sampling”, Measurement, vol. 115, pp. 204-216, 2018, doi: 10.1016/j.measurement.2017.10.019.
[27] Commission Regulation (EU), “No 1299/2014 On the technical specifications for interoperability relating to the ‘infrastructure’ subsystem of the rail system in the European Union”. 2014.
[28] H. Bałuch and M. Bałuch, Determinanty prędkości pociągów – układ geometryczny i wady toru. Warszawa: Instytut Kolejnictwa, 2010.
[29] Z. Kędra, “Nierówności pionowe toru kolejowego”, Logistyka, no. 6, pp. 5341-5350, 2014.
[30] Z. Kędra, “Metody pomiaru i analiza nierówności pionowych toru”, Zeszyty Naukowo-Techniczne Sitk Rp, Oddział w Krakowie, vol. 2, no. 109, pp. 89-99, 2016.
[31] K. Towpik, Utrzymanie nawierzchni kolejowej. Warszawa: Wydawnictwo Komunikacji i Łączności, 1990.
[32] R. Lewis, “Track Geometry Recording and Usage”, in Notes for a lecture to Network Rail - Infrastructure Monitoring. 2011.
[33] MERMEC Group, “Measuring Trains and Systems - Track Measurement”. April 2023. Available: https://www.mermecgroup.com/. [Accessed: 15 Feb. 2024].
[34] J. Bien and M. Salamak, “The management of bridge structures – challenges and possibilities”, Archives of Civil Engineering, vol. 68, no. 2, pp. 5-35, 2022, doi: 10.24425/ace.2022.140627.
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