• Title/Summary/Keyword: DC railway

Search Result 243, Processing Time 0.021 seconds

Analsis of Preponderant Wear of Earth Brush for an Electrical Multiple Units(EMUs) (전동차용 접지브러쉬 편중마모에 대한 해석)

  • Park, Byung-Sup;Ku, Jung-Su;Kim, Gil-Dong
    • Proceedings of the KSR Conference
    • /
    • 2005.11a
    • /
    • pp.356-361
    • /
    • 2005
  • Earth brush for electrical multiple units(EMUs) is a device through which the current of the EMU load's consumed power fed from the DC 1,500V overhead line (or from the AC 25.000V catenary) flows via axle to the rail(ground) and which prevents the electric corrosion of the axle bearings by preventing the current flow to the axle bearings caused by electric potential from the magnetic field when the bearings rotate together with the earthing function when a thunderbolt falls or a surge comes. The earth brush wear rates among cars, however, shows quite differences when the earth brushes after being separated from the holders are measured with vernier callipers every 6 months of maintenance period. Main causes of the earth brush wear are divided as mechanical, electric arc and electrical one, and the factors can be running speed, current, harmonics, connection state. spring tension, earth brush material, lubricant and so on. but only the earth brushes of the motor(M1) car show the highest wear rate and moreover maintenance difficulty occurs because of the wear rate differences among e earth brushes in one holder. The reason for these preponderant wear comes from the design concept of making preponderant current flow to some particular earth brushes and moreover the heat generated by the harmonics when the inverter starts to operate accelerate the wear. By defining these causes through experiments. I hope that the found results would be helpful for the future EMU design, safety, economy and maintenance.

  • PDF

Torque Predictive Control for Permanent Magnet Synchronous Motor Drives Using Indirect Matrix Converter

  • Bak, Yeongsu;Jang, Yun;Lee, Kyo-Beum
    • Journal of Power Electronics
    • /
    • v.19 no.6
    • /
    • pp.1536-1543
    • /
    • 2019
  • This paper presents an improved torque predictive control (TPC) for permanent magnet synchronous motors (PMSMs) using an indirect matrix converter (IMC). The IMC has characteristics such as a high power density and sinusoidal waveforms of the input-output currents. Additionally, this configuration does not have any DC-link capacitors. Due to these advantages of the IMC, it is used in various application field such as electric vehicles and railway cars. Recently, research on various torque control methods for PMSM drives using an IMC is being actively pursued. In this paper, an improved TPC method for PMSM drives using an IMC is proposed. In the improved TPC method, the magnitudes of the voltage vectors applied to control the torque and flux of the PMSM are adjusted depending on the PMSM torque control such as the steady state and transient response. Therefore, it is able to reduce the ripples of the output current and torque in the low-speed and high-speed load ranges. Additionally, the improved TPC can improve the dynamic torque response when compared with the conventional TPC. The effectiveness of the improved TPC method is verified by experimental results.

Evaluation of Concrete-Track Deformation for High-Speed Railways by Characteristic Stiffness (강성특성치를 이용한 고속전철 콘크리트궤도의 처짐가능성 평가)

  • Joh, Sung-Ho;Lee, Il-Wha;Hwang, Seon-Keun;Kang, Tae-Ho;Kim, Seok-Chul
    • Proceedings of the KSR Conference
    • /
    • 2009.05b
    • /
    • pp.641-646
    • /
    • 2009
  • Concrete tracks are superior to ballast tracks in the aspect of durability, maintenance and safety. However, deteriorated stiffness of railroad bed and settlement of soft ground induced by trapped or seepage water lead to problems in safety of train operation. In this research, characteristic stiffness of concrete tracks, which is determined from FRACTAL (Flexural-Rigidity Assessment of Concrete Tracks by Antisymmetric Lamb Waves) technique, was employed as an index of track displacement. The characteristic stiffness is defined using Poisson's ratio, moment of inertia and stiffness ratio of subgrade to slab. To verify validity and reliability of the proposed characteristic stiffness, experimental and theoretical researches were performed. Feasibility of the characteristic stiffness based on FRACTAL technique was proved at a real concrete track for Korean high-speed trains. Validity of the FRACTAL technique was also verified by comparing the results of impulse-response tests performed at the same measurement array and the results of SASW tests and DC resistivity survey performed at a shoulder nearby the track.

  • PDF