• Title/Summary/Keyword: MAGLEV

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A Parameter Study of Lateral Damper on Hunting Stability of Maglev Vehicle (자기부상열차의 주행안정성 해석에 의한 횡 댐퍼 파라미터 연구)

  • Han, Jong-Boo;Kim, Ki-Jung;Kim, Chang-Hyun;Han, Hyung-Suk
    • Proceedings of the KSR Conference
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    • 2011.10a
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    • pp.75-80
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    • 2011
  • In the area of wheel on rail vehicle, hunting stability which is generated by lateral motion is one of important characteristics for running safety. It might cause not only oscillation of vehicle but also derailment in an unstable area of the high speed. A Maglev vehicle is usually controlled the voltage to maintain the air gap between electromagnet and track. However, in Maglev system, an occurrence possibility of hunting motion could be high, because Maglev vehicle is not controlled directly lateral force between electromagnet and track in the curved guideway. In this paper, running safety is evaluated when Maglev vehicle run on guideway at high speed according to installment of damper between maglev vehicles and bogies, and to analyze the effect of it. Also, the parametric study is carried out for selecting effective lateral damper properties through the simulation. To accurately predict the running safety, 3d multibody dynamics models which are included air spring, guideway conditions and irregularities profile are used. With the results acquired, suggestions were made whether to adopt the damper and how to optimize the damping characteristics.

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Effects of Guideway's Vibration Characteristics on Dynamics of a Maglev Vehicle (가이드웨이 진동 특성이 자기부상열차 동특성에 미치는 영향)

  • Han, Hyung-Suk;Yim, Bong-Hyuk;Lee, Nam-Jin;Hur, Young-Chul;Kwon, Jung-Il
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.18 no.3
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    • pp.299-306
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    • 2008
  • The electromagnet in Maglev vehicles controls the voltage in its winding to maintain the air gap, a clearance between the electromagnet and guideway, within an allowable deviation, with strongly interacting with the flexible guideway. Thus, the vibration characteristics of guideway plays important role in dynamics of Maglev vehicles using electromagnet as an active suspension system. The effects of the guideway's vibrational characteristics on dynamics of the Maglev vehicle UTM-01 are analyzed. The coupled equations of motion of the vehicle/guideway with 3 DOFs are derived. Eigenvalues are calculated and frequency response analysis is also performed for a clear understanding of the dynamic characteristics due to guideway vibration characteristics. To verify the results, tests of the urban Mgalev vehicle UTM-02 are carried out. It is recommended that the natural frequency of the guideway be minimized and its damping ratio in the Maglev vehicle with a 5-states feedback control law as a levitation control law.

Analysis of Dynamic Responses of Urban Maglev Guideway (도시형 자기부상열차 가이드웨이의 동적거동특성 분석)

  • Hong, Yu-Na;Chung, Won-Seok;Yeo, In-Ho
    • Journal of the Korean Society for Railway
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    • v.12 no.1
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    • pp.115-121
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    • 2009
  • Maglev guideway is expected to be a new public transportation for future because of its environmental and special characteristics. Recently, Korean government initiated an urban maglev project to build a commercial line in Incheon International Airport by year 2012. For practical use of UTM02, it is essential not only to verify the performances of the vehicle but also to formulate the design rules of Maglev Guideway. In this paper, maglev guideway is analyzed by Finite Element Method and then obtained dynamic characteristics such as displacements, acceleration and impact factor.

Integrated Monitoring System of Maglev Guideway based on FBG Sensing System (FBG 센서 기반의 자기부상열차 통합 모니터링 시스템)

  • Chung, Won-Seok;Kang, Dong-Hoon;Yeo, In-Ho;Lee, Jun-S.
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2008.04a
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    • pp.761-765
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    • 2008
  • This study presents an effective methodology on integrated monitoring system for a maglev guideway using WDM-based FBG sensors. The measuring quantities include both local and global quantities of the guideway response, such as stains, curvatures, and vertical deflections. The strains are directly measured from multiplexed FBG sensors at various locations of the test bridge followed by curvature calculations based on the plane section assumption. Vertical deflections are then estimated using the Bernoulli beam theory and regression analysis. Frequency contents obtained from the proposed method are compared with those from a conventional accelerometer. Verification tests were conducted on the newly-developed Korean Maglev test track. It has been shown that good agreement between the measured deflection and the estimated deflection is achieved. The difference between the two peak displacements was only 3.5% in maximum and the correlations between data from two sensing systems are overall very good. This confirms that the proposed technique is capable of tracing the dynamic behavior of the maglev guideway with an acceptable accuracy. Furthermore, it is expected that the proposed scheme provides an effective tool for monitoring the behavior of the maglev guideway structures without electro magnetic interference.

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Experimental Study on the the Maglev Train Guideway Girder : Composite System with PSC-U Type Girder and Precast Deck (자기부상열차 가이드웨이 거더의 실험적 연구: PSC-U 형 거더와 프리캐스트 바닥판의 합성 시스템)

  • Jin, Byeong-Moo;Kim, In-Gyu;Kim, Young-Jin;Yeo, In-Ho;Chung, Won-Seok
    • Proceedings of the KSR Conference
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    • 2008.06a
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    • pp.46-55
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    • 2008
  • Maglev is a system that a train runs levitated above a rail. Therefore it is very important to maintain a constant levitation gap for achieving serviceability and ride comfort. This study is a cooperation research subject of the 3-1 subject, performance improvement of maglev track structures, of the Center for Urban Maglev Program in Korea, started in 2006. The aim of this study is development of rapid constructions of bridge superstructure for maglev. At present, precast deck is widely used because of its superiority to cast-in-place concrete on quality and the term of works. The research group suggested basic systems of maglev guideway with PSC-U type and trapezoidal open steel box type girder, and precast deck, cooperating with Korea Railroad Research Institute, the managing institute of the 3-1 subject. In this study, longitudinally full-scale guideway girder system was fabricated and static/dynamic test of the girder was performed for the purpose of the performance evaluation.

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Characteristic Analysis of a Linear Induction Motor for 200-km/h Maglev

  • Jeong, Jae-Hoon;Lim, Jae-Won;Park, Do-Young;Choi, Jang-Young;Jang, Seok-Myeong
    • International Journal of Railway
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    • v.8 no.1
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    • pp.15-20
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    • 2015
  • As a result of the current population concentrations in urban centers, demand for intercity transportation is increasing rapidly. Railway transportation is becoming popular as an intercity transportation because of its timely service, travel speeds and transport efficiency. Among the many railway systems, the innovative and environmentally friendly maglev system has been rated very highly as the next-generation intercity railway system. Linear induction motors are widely used for the propulsion of maglev trains because of their light weight and low construction costs. The urban maglev that was recently completed in Incheon airport site employs a 110km/h class linear induction motor. However, this system was designed to meet requirements for inner-city operations and is not suitable as an intercity transportation system, which requires medium to high speeds. Therefore, this study deals with the characteristics and designs of linear induction motors used for the propulsion of maglev trains that can be used as intercity trains. Rail car specifications for high-speed trains have been presented, and the characteristics of linear induction motors that can be used for the propulsion of these trains have been derived using the finite element method (FEM).

The Development of Third-Rail System Applied to Turn-out Section for Urban Maglev (도시형 자기부상열차 분기기 구간의 제3궤조 전차선 시스템 개발)

  • Min, Byong-Chan;Heo, Young-Tae;Hong, Du-Young;Lee, Won-Joo;Jo, Su-Yeon;Jeong, Nam-Cheol
    • Proceedings of the KSR Conference
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    • 2011.10a
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    • pp.3046-3051
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    • 2011
  • The third-rail system is an important device supplying power directly to the Maglev train through physical contact with the collecting shoe. It is directly related to safety and reliability for the running of Maglev. However, most the third-rail system used in Korea depend on foreign product or technologies, Korea Urban Maglev in the development of appropriate power feeding is urgent. In particular, the turnout section is the weakness point in the system because bending force by turnout section movement and fatigue caused by repetitive motion as well as the expansion by temperature, the forces by Maglev collecting shoe is added th the third-rail. Therefore, this paper proposes the third-rail system appropriate for Korean Urban Maglev of turnout section. To verify the structural stability of POSCO ICT third-rail system, the finite element analysis and physical testing was performed. The third-rail is fixed on each side of the turn-out section steel structure by epoxy insulation supporter and the integral behaviors are occurred. Therefore, the maximum horizontal displacements of each support are investigated and then, it is applied to finite element model of the third-rail to investigate the moments and stress. Also, the bending test about one million times and Expansion Joint for the third-rail was performed. The third-rail system safety and reliability was identified by test line on Korea Institute of Machinery & Materials in Deajeon for under the actual usage environment such as the Maglev and turn-out operation.

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Analytical Study of Railroad Bridge for Maglev Propulsion Train with Dynamical Influence Variable (동적영향변수를 통한 자기부상열차용 철도교의 해석적 연구)

  • Yoo, Yi-Seul;Park, Won-Chan;Yhim, Sung-Soon
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.4
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    • pp.532-542
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    • 2018
  • Because maglev trains have a propulsion and absorption force without contact with the rails, they can drive safely at high-speed with little oscillation. Recently, test model of a maglev propulsion train was produced and operated, and has since been chosen as a national growth industry in South Korea; there have been many studies and considerable investment in these fields. This study examined the dynamic responses due to bridge-maglev train interaction and basic material to design bridges for maglev trains travelling at high-speed. Depending on the major factors affecting the dynamic effects, the scope of this study was restricted to the relationship between dynamic responses. A concrete box girder was chosen as a bridge model and injured train and rail types in domestic production were selected as the moving train load and guideway analysis model, respectively. From the analysis results, the natural frequency of a bridge for a maglev train, which has a deflection limit L/2000, was higher than those of bridges for general trains. The dynamic responses of the girder of the bridge for a maglev train showed a substantial increase in proportion to the velocities of the moving train like other general bridge cases. Maximum dynamic response of the girder is shown at a moving velocity of 240km/h and increased with increasing moving velocity of train. These results can be used to design a bridge for maglev propulsion trains and provide the basic data to confirm the validity and verification of the design code.

Design and Characteristic Analysis of Hybrid-Type Levitation and Propulsion Device for High-Speed Maglev Vehicle (초고속 자기부상열차를 위한 하이브리드형 부상 추진 시스템의 설계 및 특성해석)

  • Cho, Han-Wook;Kim, Chang-Hyun;Han, Hyung-Suk;Lee, Jong-Min;Kim, Bong-Sup;Kim, Dong-Sung;Lee, Young-Sin
    • The Transactions of The Korean Institute of Electrical Engineers
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    • v.59 no.4
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    • pp.715-721
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    • 2010
  • This paper deals with the design and characteristic analysis of electro-magnet/permanent-magnet (EM-PM) hybrid levitation and propulsion device for high-speed magnetically levitated (maglev) vehicle. The machine requires PMs with high coercive force in order to levitate the vehicle by only PMs, and propulsion force is supplied by long-stator linear synchronous motor (LSM). The advantages of this configuration are an increasing levitation airgap length and decreasing total weight of the vehicle, because of the zero-power levitation control. Several design considerations such as machine structure, manufacturing, and control strategy are described. Moreover, the levitation and propulsion device for high-speed maglev vehicle has been designed and analyzed usign the electromagnetic circuit and FE analysis. In order to verify the design scheme and feasibility of maglev application, 3-DOF static force test set is implemented and tested. The obtained experimental data using the static tester shows the validity of the design and analysis approaches.

Crashworthiness Analysis of the Urban Maglev Vehicle according to Korean Railway Safety Law and Urban Transit Safety Law (철도안전법과 도시철도안전법을 적용한 도시형 자기부상열차의 충돌안전도 해석)

  • Lee, Hyun-Cheol;Koo, Jeong-Seo
    • Transactions of the Korean Society of Automotive Engineers
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    • v.17 no.5
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    • pp.115-126
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    • 2009
  • This paper studied on the application of the crashworthiness regulations of Korean Railway Safety Law and Urban Transit Safety Law to the urban Maglev vehicle of KIMM. The Urban Maglev vehicle has to comply with the crashworthiness regulations for urban transit vehicles. The collision load cases have been simulated by using explicit finite element analysis. From the numerical results, the crashworthiness regulations of the Urban Transit Safety Law were completely satisfied, but maximum crash pulse requirement in 25 km/h crash event and no plastic deformation requirement in 10 km/h crash event in the Korean Railway Safety Law were not. If a commercial urban Maglev vehicle is developed in the near future, it is necessary that some soft buffing and energy absorbing devices are adopted in its front end so as to satisfy the crashworthiness regulations of the Korean Railway Safety Law.