Waves, modes and properties with a major impact on dynamic pantograph-catenary interaction

Understanding the dynamic behavior of the pantograph-catenary system is crucial for design improvement, but many factors inuence the contact force, which is the main design objective. To give a proper un-derstanding of dynamic characteristics, the paper uses a combination of mass drop tests on a catenary, analytic models and parametric _nite element model simulations allowing a ne analysis of the inuence of train speed. The _rst contributor to contact force variations is the geometry of the catenary under gravity loading. This parameter is however shown to be insu_cient to explain higher frequency e_ects. The second contributor is the propagation of waves in the contact and messenger wires. The inuence of wave dis-persion is _rst demonstrated, which emphasizes the importance of considering the bending sti_ness. Wave compensation by droppers and reections at the mast are then shown to be important. Characteristic times associated with wave group velocities are _nally used to explain the series of harmonic contributions visible in spectra in the catenary and pantograph frames. Finally, modes are shown to play a role particularly when their frequencies coincide with other contributions. The notion of mode groups, associated wave velocities and relevant design variables are discussed. Several observations pave the way for future work on catenary design.

[1]  E. C. Wente Vibration and Sound , 1937 .

[2]  Sebastian Stichel,et al.  On the implementation of an auxiliary pantograph for speed increase on existing lines , 2015 .

[3]  Ning Zhou,et al.  Investigation on dynamic performance and parameter optimization design of pantograph and catenary system , 2011 .

[4]  M. Géradin,et al.  Mechanical Vibrations: Theory and Application to Structural Dynamics , 1994 .

[5]  Jintai Chung,et al.  Dynamic analysis of a hanger-supported beam with a movingoscillator , 2013 .

[6]  Tatsuya Koyama,et al.  Formation Mechanism of Undulating Wear on Overhead Conductor Rails due to Dynamic Characteristics of Pantographs , 2013 .

[7]  Chang-Soo Han,et al.  Dynamic sensitivity analysis for the pantograph of a high-speed rail vehicle , 2003 .

[8]  Lutz Auersch,et al.  Excitation of ground vibration due to the passage of trains over a track with trackbed irregularities and a varying support stiffness , 2015 .

[9]  Chang-Soo Han,et al.  State sensitivity analysis of the pantograph system for a high-speed rail vehicle considering span length and static uplift force , 2007 .

[10]  Takayuki Usuda Estimation of Wear and Strain of Contact Wire Using Contact Force of Pantograph , 2007 .

[11]  Yang Song,et al.  Nonlinear analysis of wind-induced vibration of high-speed railway catenary and its influence on pantograph–catenary interaction , 2016 .

[12]  Katsushi Manabe,et al.  ANALYSES OF CONTACT FORCE FLUCTUATION BETWEEN CATENARY AND PANTOGRAPH , 2000 .

[13]  P. Morse Vibration and Sound , 1949, Nature.

[14]  Etienne Balmes,et al.  Damping characterization of a high speed train catenary , 2015 .

[15]  Etienne Balmes,et al.  OSCAR statement of methods , 2015 .

[16]  Mitsuru Ikeda,et al.  The results of the pantograph–catenary interaction benchmark , 2015 .

[17]  Anna Kumaniecka,et al.  DYNAMICS OF THE CATENARY MODELLED BY A PERIODICAL STRUCTURE , 2008 .

[18]  A. Collina,et al.  A procedure for the wear prediction of collector strip and contact wire in pantograph–catenary system , 2009 .

[19]  Yang Song,et al.  Nonlinear modelling of high-speed catenary based on analytical expressions of cable and truss elements , 2015 .

[20]  Kinam Kim,et al.  Influence of contact wire pre-sag on the dynamics of pantograph–railway catenary , 2010 .

[21]  Mizuki Tsunemoto,et al.  Installation Guidelines for Shinkansen High Speed Overhead Contact Lines , 2011 .

[22]  Etienne Balmes,et al.  Use of FEM models to study fatigue of overhead contact wires , 2016 .