Multifractal Analysis of the Common Crossing Track-Side Measurements

Author:

Sysyn Mykola1,Izvolt Libor2,Nabochenko Olga3,Kovalchuk Vitalii3,Sestakova Janka2,Pentsak Andriy4

Affiliation:

1. Institute of Railway Systems and Public Transport , Technical University of Dresden , Germany .

2. Department of Railway Engineering and Track Management, Faculty of Civil Engineering , University of Zilina , Zilina , Slovakia .

3. Department of the Rolling Stock and Track , Lviv Branch of Dniprovsk National University of Railway Transport , Lviv , Ukraine .

4. Department of Construction Industry , Lviv Polytechnic National University , Lviv , Ukraine .

Abstract

Abstract The deterioration common crossing elements increase the need for the maintenance of crossings and significantly reduce the reliability, availability and safety of railway traffic. The present paper introduces the results of experimental investigation of common crossing monitoring while its deterioration during the lifecycle of crossing. The conventional methods of common crossing condition estimation with time-based features like maximal accelerations, etc. are low appropriate as statistically significant condition indicators. The proposed multifractal analysis enables to extract the significant features from acceleration measurements. The extracted features are fused together with information about the train velocities and longitudinal position of wheels impact with the Lasso regularisation and multivariate linear regression. A ranking of feature importance is done and the redundant features are identified. The developed condition indicator has good correlation to the crossing lifetime and is simple for interpretation.

Publisher

Walter de Gruyter GmbH

Subject

Civil and Structural Engineering,Environmental Engineering

Reference49 articles.

1. [1] http://europa.eu/rapid/press-release_IP-11-372_en.htm

2. [2] https://www.osce.org/secretariat/101047?download=true

3. [3] FENDRICH, L. - FENGLER, W.: Handbuch Eisenbahninfrastruktur (Field manualRailway Infrastructure). Springer-Verlag Berlin Heidelberg, 2013. doi.org/10.1007/978-3-642-30021-9.10.1007/978-3-642-30021-9

4. [4] LETOT, C., et al.: A Data Driven Degradation-based Model for the Maintenance of Turnouts: A Case Study, IFACPapersOnLine, Vol. 48, 2015, pp. 958–963, doi.org/10.1016/j.ifacol.2015.09.650.10.1016/j.ifacol.2015.09.650

5. [5] GERBER, U. - ZOLL, A. - FENGLER, W.: Verschleiß und Fahrflächenermüdung an Weichenmit starrer Herzstückspitze (Wear and Rolling Contact Fatigue on common crossings of railway turnouts). ETR - Eisenbahntechnische Rundschau, No. 1, 2015, pp. 36-41.

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