An approach for the dynamic analysis of pantograph-catenary interaction in curved tracks or in any generalized track trajectory is presented here. Both the catenary model and the trajectory path of the pantograph are consistent with the general geometry, which is defined as parametric curve with an associated local reference frame that defines the orientation of the track running surface. The track geometry is obtained using the standard information required for railway vehicle dynamics applications, i.e., curvature, cross level and vertical profile as function of the track arc-length. The finite element method is used to model and evaluate the dynamic behavior of a catenary system. To cope with the general geometry of the track and the path of its base, the pantograph model is developed using a spatial multibody dynamics formulation. The pantograph base motion, which is fixed to the railway vehicle roof, is defined by a prescribed kinematic motion constraint. As both pantograph and catenary use different formulations, their interaction is established through a co-simulation procedure where a penalty method is used to evaluate the contact force between the pantograph and the catenary. To demonstrate the proposed procedure, a detailed analysis of a pantograph-catenary interaction problem is presented here for a catenary model inserted in a track with a geometry including different curve radii.

Pantograph-catenary interaction in curved railway tracks

A. Facchinetti
2019-01-01

Abstract

An approach for the dynamic analysis of pantograph-catenary interaction in curved tracks or in any generalized track trajectory is presented here. Both the catenary model and the trajectory path of the pantograph are consistent with the general geometry, which is defined as parametric curve with an associated local reference frame that defines the orientation of the track running surface. The track geometry is obtained using the standard information required for railway vehicle dynamics applications, i.e., curvature, cross level and vertical profile as function of the track arc-length. The finite element method is used to model and evaluate the dynamic behavior of a catenary system. To cope with the general geometry of the track and the path of its base, the pantograph model is developed using a spatial multibody dynamics formulation. The pantograph base motion, which is fixed to the railway vehicle roof, is defined by a prescribed kinematic motion constraint. As both pantograph and catenary use different formulations, their interaction is established through a co-simulation procedure where a penalty method is used to evaluate the contact force between the pantograph and the catenary. To demonstrate the proposed procedure, a detailed analysis of a pantograph-catenary interaction problem is presented here for a catenary model inserted in a track with a geometry including different curve radii.
2019
Advances In Engineering Materials, Structures And Systems: Innovations, Mechanics And Applications
978-0-429-42650-6
978-1-138-38696-9
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11311/1129595
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