Comparative analysis into corrective and predictive maintenance based on continuous monitoring through embedded sensors
A. Guillén , G. Iglesias , O. Guerrero-Bustamante , M. Sol-Sánchez
Railway Engineering Science ›› : 1 -24.
Railway managers face increasing pressure to reduce downtime, emissions, and operational costs. In response, the development of new technologies to facilitate the study of predictive maintenance and to evaluate its impact on the economy and society is becoming increasingly essential, thus, the present study is carried out. This study introduces a three-stage approach for enabling predictive maintenance using a sensor-integrated intelligent rail pad. In the first stage, the monitoring system’s mechanical performance and long-term durability were validated through standardized impact attenuation and fatigue tests, which is essential to guarantee the efficiency of the predictive system. The second stage involved creating high-precision models from sensor signals estimating axle loads and predicting ballast settlement. In the third stage, a comprehensive life cycle assessment (LCA) and life cycle cost analysis (LCCA) were performed to compare the benefits of predictive versus corrective maintenance strategies. The experimental tests confirmed compliance of the intelligent rail pads with regulatory standards and demonstrated the system’s suitability for continuous monitoring. Over a 50-year period, results indicate that predictive maintenance can reduce settlement by up to 14%, decrease ballast renewals by 13%, and halve energy use, emissions, and maintenance costs. These findings suggest that the intelligent rail pad has the potential to serve as a scalable solution for enhancing the efficiency, sustainability, and economic performance of railway infrastructure.
Eco-innovative pad / Corrective maintenance / Predictive maintenance / LCA and LCCA
| [1] |
|
| [2] |
|
| [3] |
|
| [4] |
|
| [5] |
|
| [6] |
|
| [7] |
Woschitz H (2011) Development of a rail-strain-pad using FBG sensors. In: 5th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII-5) 2011, Cancún, México, 11–15 December 2011 |
| [8] |
|
| [9] |
|
| [10] |
|
| [11] |
Jovanovic S, Roberts C (2000) ECOTRACK: A track maintenance management system directed towards optimal life cycle costs. Paper presented at Asset Management in Railway Infrastructure Conference – IQPC, London, 2000. |
| [12] |
|
| [13] |
|
| [14] |
|
| [15] |
|
| [16] |
|
| [17] |
|
| [18] |
|
| [19] |
|
| [20] |
Administrador de Infraestructuras Ferroviarias (Adif) (2023) ET 03.360.572.6: Placas de asiento y placas intermedias elásticas. January 2023 |
| [21] |
|
| [22] |
AENOR. UNE-EN 13450: Aggregated for railway ballast, 2003, Madrid, Asociación española de Normalización y Certificación |
| [23] |
|
| [24] |
AENOR. UNE-EN 13146–4:2003 Railway applications — Track — Test methods for fastening systems — Part 4: Effect of repeated loading, 2003, Madrid, Asociación Española de Normalización |
| [25] |
Administrador de Infraestructuras Ferroviarias (Adif) (2022) “Sujeciones para traviesa de hormigón - Sujeción S4 - Características generales y componentes”. Comité de Normativa, Madrid |
| [26] |
AENOR. UNE-EN 13146-3:2012 Railway applications — Track — Test methods for fastening systems — Part 3: Determination of attenuation of impact loads, 2012, Madrid, Asociación Española de Normalización y Certificación |
| [27] |
AENOR. UNE-EN 13146-9:2011+A1:2012 Railway applications — Track — Test methods for fastening systems — Part 9: Determination of stiffness, 2012, Madrid, Asociación Española de Normalización |
| [28] |
|
| [29] |
|
| [30] |
|
| [31] |
|
| [32] |
|
| [33] |
AENOR (2009) UNE-EN 13848–1:2004+A1:2009 Railway applications — Track — Track geometry quality — Part 1: Characterisation of track geometry. Asociación |
| [34] |
AENOR. UNE-EN 13848-6:2014+A1:2020 Railway applications — Track — Track geometry quality — Part 6: Characterisation of track geometry quality, 2020, Madrid, Asociación Española de Normalización |
| [35] |
AENOR. UNE-EN 13848-5:2018 Railway applications — Track — Track geometry quality — Part 5: Geometric quality levels — Plain line, switches and crossings, 2018, Madrid, Asociación Española de Normalización |
| [36] |
|
| [37] |
AENOR. UNE-EN 13848–5:2018 Aplicaciones ferroviarias — Vía — Calidad geométrica de la vía — Parte 5: Niveles de calidad geométrica — Plena vía y aparatos de vía, 2018, Madrid, Asociación Española de Normalización |
| [38] |
|
| [39] |
|
| [40] |
|
| [41] |
Nurmikolu A (2005) Degradation and frost susceptibility of crushed rock aggregates used in structural layers of railway track. Dissertation, Tampere University of Technology |
| [42] |
|
| [43] |
|
| [44] |
|
| [45] |
AENOR. UNE-EN 15804:2012+A2:2019 Sustainability of construction works — Environmental product declarations — Core rules for the product category of construction products, 2019, Madrid, Asociación Española de Normalización |
| [46] |
|
| [47] |
|
| [48] |
|
| [49] |
U.S. Department of Transportation, Federal Highway Administration, Office of Asset Management (2002) Life-Cycle Cost Analysis Primer. Report No. FHWA-IF-02–047, Washington, D.C. |
| [50] |
Administrador de Infraestructuras Ferroviarias (Adif) (2005) E.T. 03.360.570.0: Placas elásticas de asiento para sujeción. December 2005 |
| [51] |
|
| [52] |
|
| [53] |
Arasteh Khouy I (2013) Cost-effective maintenance of railway track geometry: a shift from safety limits to maintenance limits. Dissertation, Luleå University of Technology |
| [54] |
|
| [55] |
|
| [56] |
|
| [57] |
|
| [58] |
Eisenschmidt E, Schirmers L, Reimig S et al (2018) The rail sector’s changing maintenance game: How rail operators and rail OEMs can benefit from digital maintenance opportunities. McKinsey & Company, Munich |
| [59] |
|
| [60] |
AENOR (2020) Global EPD. Productos Largos de Acero no Aleado para Construcción Laminados en Caliente Procedentes de Horno Eléctrico: Perfiles Estructurales de uso General, Barras y Perfiles Comerciales (GlobalEPD Code: 001–003 Renovación 1). Asociación Española de Normalización y Certificación. http://www.calsider.es. Acccessed 24 June 2025 |
| [61] |
|
| [62] |
|
| [63] |
Soleimanmeigouni I (2019) Predictive Models for Railway Track Geometry Degradation. Dissertation, Luleå University of Technology |
| [64] |
|
| [65] |
|
| [66] |
|
| [67] |
Boletín Oficial del Estado (BOE) (2003) GIF. Base de Precios Tipo para los Proyectos de Vía. Gestor de Infraestructuras Ferroviarias (GIF), Madrid. |
| [68] |
PlasticsEurope (2014) Eco-Profiles and Environmental Product Declarations of the European Plastics Manufacturers: High-Density Polyethylene (HDPE), Low-Density Polyethylene (LDPE), Linear Low-Density Polyethylene (LLDPE). PlasticsEurope, Brussels |
| [69] |
EPD International AB (2021) Environmental Product Declaration: Under Ballast Mat, type UBM-H35-C. The International EPD® System. www.environdec.com. Acccessed 25 June 2025 |
| [70] |
Baker E (2018) Statement of Verification: Environmental Product Declaration 2013 and BRE Global Scheme Document SD207. www.greenbooklive.com/check. Acccessed 25 June 2025 |
| [71] |
Sateba Sweden AB (2024) Environmental Product Declaration: Railway sleeper SBR25ML with fastening system, 100% Portland cement and 50% green steel, manufactured in Långviksmon. The International EPD® System. www.environdec.com. Acccessed 25 June 2025 |
| [72] |
Sulemanu SJ (2023) Lifecycle assessment of a lithium-ion battery storage system for frequency regulation in a real-world application. Dissertation, University of Twente |
| [73] |
L. Ager-Wick Ellingsen, G. Majeau-Bettez, B. Singh, A. K. Srivastava, L. Ole Valøen, and A. Hammer Strømman, “Life cycle assessment of a lithium-ion battery vehicle pack.” |
| [74] |
|
| [75] |
|
| [76] |
|
The Author(s)
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