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Civil-Comp Conferences
ISSN 2753-3239 CCC: 7
PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE Edited by: J. Pombo
Paper 4.10
A Simplified Modal Superposition Method Based Pantograph-Stitched Catenary Interaction Model Y. Xu1, H. Li2, J. Lei1 and W.Z. Liu3
1Faculty of Transportation Engineering, Kunming University of Science and Technology, Kunming, China
Y. Xu, H. Li, J. Lei, W.Z. Liu, "A Simplified Modal Superposition Method Based Pantograph-Stitched Catenary Interaction Model", in J. Pombo, (Editor), "Proceedings of the Sixth International Conference on
Railway Technology: Research, Development and Maintenance",
Civil-Comp Press, Edinburgh, UK,
Online volume: CCC 7, Paper 4.10, 2024, doi:10.4203/ccc.7.4.10
Keywords: stitched catenary, modal superposition, stitch wire model, pantograph-catenary interaction, EN50318:2018 standard, calculation efficiency.
Abstract
The modal superposition method (MSM) has been proven to be more accurate and more efficient than the finite element method in modeling pantograph-catenary interaction systems. However, the stitched wire in a stitched catenary system is difficult to directly model by the modal superposition method, which limits its application in the investigation of pantograph-stitched catenary interaction dynamics. In this work, a new modal superposition method-based pantograph–stitched catenary interaction model is developed to simulate pantograph–stitched catenary interactions. In this model, the stitched wire is simplified into a part of the messenger wire supported by two spring-damping elements, and the modal superposition method is then used to model the simplified stitched catenary system. The present model is validated by the EN 50318:2018 standard. The validation results show that the proposed modal superposition method-based model can accurately simulate the pantograph-stitched catenary interaction with proper key parameters considered, including the distance between every two spring-damper elements and the stiffness of the elements.
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