Affiliation:
1. Construct-Faculty of Engineering, University of Porto, 4200-465 Porto, Portugal
2. Department of Civil Engineering, University of La Coruña, Campus de Elviña, 15071 La Coruña, Spain
Abstract
Motivated by concerns regarding safety and maintenance, the operational speed of a railway line must remain significantly below the critical speed associated with the track–ground system. Given the large number of track sections within a railway corridor that potentially need to be analyzed, the development of efficient predictive tools is of the utmost importance. Based on that, the problem can be analyzed in a few seconds instead of taking several hours of computational effort, as required by a numerical analysis. In this context, and for the first time, machine learning algorithms, namely artificial neural networks and support vector machine techniques, are applied to this particular issue. For its derivation, a reliable and robust dataset was developed by means of advanced numerical methodologies that were previously experimentally validated. The database is available as supplemental data and may be used by other researchers. Regarding the prediction process, the performance of both models was very satisfactory. From the results achieved, it is possible to conclude that the prediction tool is a novel and reliable approach for an almost instantaneous prediction of critical speed in a high number of track sections.
Funder
FCT/MCTES
European Union’s Horizon 2020 Programme Research and Innovation
FCT– Fundação para a Ciência e Tecnologia
Subject
Engineering (miscellaneous),Materials Science (miscellaneous)
Reference33 articles.
1. The stresses produced in a semi-infinite solid by a moving surface load;Eason;Int. J. Eng. Sci.,1965
2. On the propagation of tremors over the surface of an elastic solid;Lamb;Philos. Trans. R. Soc.,1904
3. Steady-state vibrations of beam on elastic foundation for a moving load;Kenney;J. Appl. Mech.,1954
4. Steady-state displacements of a beam on an elastic half-space due to a uniformly moving constant load;Dieterman;Eur. J. Mech. A/Solids,1997
5. The equivalent stiffness of a half-space interacting with a beam. Critical velocities of a moving load along the beam;Dieterman;Eur. J. Mech. A/Solids,1996
Cited by
4 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献