A detailed investigation of uplift and damping of a railway catenary span in traffic using a vision-based line-tracking system

被引:23
作者
Jiang, Tengjiao [1 ]
Ronnquist, Anders [1 ]
Song, Yang [1 ]
Froseth, Gunnstein Thomas [1 ]
Navik, Petter [1 ]
机构
[1] Norwegian Univ Sci & Technol, Dept Struct Engn, Richard Birkelands Vei 1A, N-7491 Trondheim, Norway
关键词
Railway catenary systems; Structural damping; Non-contact displacement measurement; Catenary uplift; Close-range photogrammetry; Pantograph-catenary interaction; CURRENT COLLECTION QUALITY; MODAL IDENTIFICATION; DYNAMIC-ANALYSIS; PANTOGRAPH; SIMULATION; BRIDGES; MODEL;
D O I
10.1016/j.jsv.2022.116875
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
For electrified railways, the catenary dynamic behavior is critical to ensure a robust and steady current collection quality for electric trains. The current collection is achieved as the catenary directly interacts with the pantograph, installed on the car-body roof to provide an electrical current to the engine. Damping plays an essential role in numerical simulations of pantograph catenary interaction, especially for multiple pantographs. However, damping estimation of existing catenary sections is recognised as a challenge, and only a few studies have been published with single values of damping estimations. This study aimed to estimate the spatially distributed damping of an existing catenary span through full-span uplift measurements using a vision-based line-tracking system (VIBLITE). A detailed study was performed at critical locations along the catenary span. Sixty-nine single/double-pantograph train passages were acquired during scheduled train operation. Time series of uplift and acceleration were obtained through a line-tracking image-processing technique. The uplift amplitude was statistically analysed, where the damping ratios were identified using the covariance-driven stochastic subspace identification (Cov-SSI) method. Finally, the spatially distributed Rayleigh damping coefficients were successfully identified to quantify the important spatial variation in energy dissipation within a span. Arithmetic averages of damping coefficients over all measuring locations were obtained and recommended for future numerical simulations.
引用
收藏
页数:19
相关论文
共 62 条
  • [1] Ambrosio J., 2012, INT J RAILW TECHNOL, V1, P249, DOI [10.4203/ijrt.1.1.12, DOI 10.4203/IJRT.1.1.12]
  • [2] Ambrósio J, 2012, J THEOR APP MECH-POL, V50, P681
  • [3] A new methodology to study the pantograph-catenary dynamics in curved railway tracks
    Antunes, Pedro
    Ambrosio, Jorge
    Pombo, Joao
    Facchinetti, Alan
    [J]. VEHICLE SYSTEM DYNAMICS, 2020, 58 (03) : 425 - 452
  • [4] Basler AG, 2018, BASL PROD DOC
  • [5] Bianchi J.P., 2010, APPL PANTOGRAPHCATEN, P376
  • [6] The results of the pantograph-catenary interaction benchmark
    Bruni, Stefano
    Ambrosio, Jorge
    Carnicero, Alberto
    Cho, Yong Hyeon
    Finner, Lars
    Ikeda, Mitsuru
    Kwon, Sam Young
    Massat, Jean-Pierre
    Stichel, Sebastian
    Tur, Manuel
    Zhang, Weihua
    [J]. VEHICLE SYSTEM DYNAMICS, 2015, 53 (03) : 412 - 435
  • [7] A simplified model for railway catenary wire dynamics
    Cazzani, Antonio
    Cattani, Marco
    Mauro, Raffaele
    Stochino, Flavio
    [J]. EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2017, 21 (7-8) : 936 - 959
  • [8] Modal identification of simple structures with high-speed video using motion magnification
    Chen, Justin G.
    Wadhwa, Neal
    Cha, Young-Jin
    Durand, Fredo
    Freeman, William T.
    Buyukozturk, Oral
    [J]. JOURNAL OF SOUND AND VIBRATION, 2015, 345 : 58 - 71
  • [9] Experimental and numerical study of high-order complex curvature mode shape and mode coupling on a three-bladed wind turbine assembly
    Chen, Yuanchang
    Mendoza, Alejandra S. Escalera
    Griffith, D. Todd
    [J]. MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2021, 160
  • [10] Numerical simulation of the dynamic responses of railway overhead contact lines to a moving pantograph, considering a nonlinear dropper
    Cho, Yong Hyeon
    [J]. JOURNAL OF SOUND AND VIBRATION, 2008, 315 (03) : 433 - 454