2017
DOI: 10.1115/1.4037521
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Study on Wind-Induced Vibration Behavior of Railway Catenary in Spatial Stochastic Wind Field Based on Nonlinear Finite Element Procedure

Abstract: Due to its long-span structure and large flexibility, an electrified railway catenary is very sensitive to environmental wind load, especially the time-varying stochastic wind, which may lead to a strong forced vibration of contact line and deteriorate the current collection quality of the pantograph–catenary system. In this paper, in order to study the wind-induced vibration behavior of railway catenary, a nonlinear finite element procedure is implemented to construct the model of catenary, which can properly… Show more

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Cited by 37 publications
(34 citation statements)
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“…Song et al [8] present a nonlinear modelling method for catenary based on the explicit formula of cable and truss elements. Considering realistic disturbances to the catenary, the wind load [9], aerodynamic instability [10] and vehicle-track perturbation [11] are included in the numerical models to evaluate their effects on the pantograph-catenary interaction. To reproduce the realistic defects of catenary, the contact wire irregularities [12], [13], dropper defect [14] and wear [15] are included in the assessment of current collection quality.…”
Section: B Literature Reviewmentioning
confidence: 99%
“…Song et al [8] present a nonlinear modelling method for catenary based on the explicit formula of cable and truss elements. Considering realistic disturbances to the catenary, the wind load [9], aerodynamic instability [10] and vehicle-track perturbation [11] are included in the numerical models to evaluate their effects on the pantograph-catenary interaction. To reproduce the realistic defects of catenary, the contact wire irregularities [12], [13], dropper defect [14] and wear [15] are included in the assessment of current collection quality.…”
Section: B Literature Reviewmentioning
confidence: 99%
“…Song, Liu, et al 4 have developed nonlinear finite element model of the catenary based upon cable and truss elements. Furthermore, wind-induced vibration has been analysed using a computational fluid dynamics software 5,6 . An optimisation of existing catenary systems has been carried out by constructing a three dimensional finite element model 7 .…”
Section: Introductionmentioning
confidence: 99%
“…The results indicate that the aerodynamic coefficients C L and C D are changed by the ice covering the contact line, which may influence the wind-induced vibration behavior. Reference [74] develops a spatial wind field along the catenary and conducted the sensitivity analysis of the structural parameters on the wind-induced vibration behavior of the catenary.…”
Section: Effect Of Wind Load On Catenarymentioning
confidence: 99%