• Title/Summary/Keyword: Wheel-Rail

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Development of Construction Technology for Noise Abatement System on Urban Railway (도시철도 소음저감시스템 시공기술 개발)

  • Ryu, Jae-Kwang;Min, Jun-Ho;Kim, Hyo-San;Lee, Dal-Jae
    • Proceedings of the KSR Conference
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    • 2011.10a
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    • pp.2860-2865
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    • 2011
  • Recently, the number of passengers using urban railway has been increased by reasons of the reductions of car use due to high fuel prices and the enlightenment about the environment. Above all, the noise and the vibration coming from the friction between the wheel and the rail of trains in operation which is not only a factor that hinders riding comforts but causes civil complaints. Furthermore, the noise has become social issues from tightening the relevant regulations by the government since January 2010. Although ballasted tracks were constructed on urban railways at the time of opening, they have been changed into slab tracks because slab tracks require much less maintenance. However, in view of sound absorptivity of track, slab tracks have 10 times less capability than ballasted tracks(ballasted track : 0.5~0.6/slab tracks : 0.06) results more noise than that of ballasted tracks as much as 3dB(A) since slab tracks emit more reflection noise. Therefore, in order to minimize reflection noise on slab tracks, noise abatement system has been developed as a national R&D program to apply on-site test. It is assumed that the construction technology developed in this study can be used not only as basic data for the on-site test for the noise reduction in urban railway but as an efficient construction method.

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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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A Study on Hybrid Track Circuit Tag Recognition Enhancement (하이브리드 궤도회로 태그 인식율 향상에 관한 연구)

  • Yang, Dong-In;Li, Chang-Long;Jin, Zhe-Huan;Lee, Key-Seo;Ko, Yun-Seok
    • The Journal of the Korea institute of electronic communication sciences
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    • v.9 no.4
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    • pp.537-542
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    • 2014
  • Track circuit is a simple electrical device which lies in the connection of the two rails by the wheels and axle of locomotives and rolling stock to short out an electrical circuit, used to detect the absence of a train on rail tracks. In railway signaling system, there are similar systems such as RFID and wheel sensor, GPS etc, are research and developing. Hybrid track circuit is using RFID antenna and reader on the cab and RFID tag on the sleeper. because of the safety in railway operation, tag detection of train position detection function in the hybrid track circuit needs high reliability. This paper studied tag recognition enhancement used tag angles.

Running Safety Analysis of Railway Vehicle Systems for Ground Vibration (철도 차량의 지반진동에 의한 주행안전성 평가)

  • Choi, Jun-Sung;Jo, Man-Sup;Lee, Jin-Moo
    • Tunnel and Underground Space
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    • v.16 no.4 s.63
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    • pp.288-295
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    • 2006
  • In this study, dynamic behavior of the vehicles is analyzed, while the track is subjected to lateral vibrations due to earthquake and blasting load. A computer program(WERIA, Wheel Rail Interaction Analysis) is used, which can simulate dynamic responses of vehicles subjected to lateral vibrations. The analysis considers two types of vehicles: I.e. power cars of KTX and Busan subway train. It can also consider the interaction with sub-structures such as tracks and soil. The creep force module is considered, and the running safety of railway vehicles subjected to earthquake and blasting loading is studied. Based on the results of this study, the running safety of the vehicles can be confirmed against lateral vibration.

A framework for carrying out train safety evaluation and vibration analysis of a trussed-arch bridge subjected to vessel collision

  • Xia, Chaoyi;Zhang, Nan;Xia, He;Ma, Qin;Wu, Xuan
    • Structural Engineering and Mechanics
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    • v.59 no.4
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    • pp.683-701
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    • 2016
  • Safety is the prime concern for a high-speed railway bridge, especially when it is subjected to a collision. In this paper, an analysis framework for the dynamic responses of train-bridge systems under collision load is established. A multi-body dynamics model is employed to represent the moving vehicle, the modal decomposition method is adopted to describe the bridge structure, and the time history of a collision load is used as the external load on the train-bridge system. A (180+216+180) m continuous steel trussed-arch bridge is considered as an illustrative case study. With the vessel collision acting on the pier, the displacements and accelerations at the pier-top and the mid-span of the bridge are calculated when a CRH2 high-speed train running through the bridge, and the influence of bridge vibration on the running safety indices of the train, including derailment factors, offload factors and lateral wheel/rail forces, are analyzed. The results demonstrate that under the vessel collision load, the dynamic responses of the bridge are greatly enlarged, threatening the running safety of high-speed train on the bridge, which is affected by both the collision intensity and the train speed.

Development of Levitation Control for High Accuracy Magnetic Levitation Transport System (초정밀 자기부상 이송장치의 부상제어기 개발)

  • Ha, Chang-Wan;Kim, Chang-Hyun;Lim, Jaewon
    • Journal of Institute of Control, Robotics and Systems
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    • v.22 no.7
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    • pp.557-561
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    • 2016
  • Recently, in the manufacturing process of flat panel displays, mass production methods of inline system has been emerged. In particular the next generation OLED display manufacturing process, horizontal inline evaporation process has been tried. It is important for the success of OLED inline evaporation process to develop a magnetic levitation transport system capable of transferring a carrier equipped with a mother glass with high accuracy without any physical contact along the rail under vacuum condition. In the case of existing wheel-based transfer system, it is not suitable for OLED evaporation process requiring high cleanliness. On the other hand, the magnetic levitation transport system has an advantage that it does not generate any dust and it is possible to achieve high-precision control because there are not non-linear factors such as friction force. In this paper, we introduce the high-precision magnetic levitation transport system, which is currently under development, for OLED evaporation process.

A Study to Estimate the Emitted Sound Power from the Rolling Stock (철도차량에서 방사되는 음향파워 추정에 관한 연구)

  • Lee, Young-Yeob;Kim, Jae-Chul;Lee, Hi-Sung
    • Journal of the Korean Society for Railway
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    • v.14 no.3
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    • pp.211-215
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    • 2011
  • Generally, sound power is one of the most significant factors to predict and assess noise from sound sources. However, many researchers developed indirect methods to calculate the sound power with noise level because it is impossible to measure sound power directly while a train is running. In this paper, we propose a method to estimate sound power generated due to wheel/rail interaction and propulsive equipment from the measurement of noise emitted from rolling stocks and verify the estimation method by comparing with the other sound power estimation formula. We also analyze the sound power of rolling stocks which are operating in domestic lines such as EMU, Mukoonghwa, KTX using the method proposed in this paper.

The Allowable Displacement Limit on the Approach Slab for a Railway Bridge with Ballastless Track (콘크리트궤도부설 교량의 접속슬래브 허용변위한도에 관한 연구)

  • Choi, Jin-Yu;Yang, Shin-Chu;Yoo, Jin-Young;Cho, Hyun-Cheol
    • Proceedings of the KSR Conference
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    • 2007.05a
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    • pp.1149-1155
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    • 2007
  • The transition area between a bridge and an earthwork is one of the weakest area of track because of the track geometry deterioration caused unequal settlement of backfill of abutment. In case of a ballastless track, the approach slab is installed to prevent the phenomenon. But, if there is occurred the inclined displacement on the approach slab by a settlement of the foundation or formation, the track is also under the inclined displacement. And this defect causes reducing the running stability of a vehicle, the riding comfort of passengers, and the deteriorations of track by excessive impact subjected to the track. In this study, parametric studies were performed to know what is the allowable displacement limit on the approach slab to avoid such a bad effect. The length and amount of unequal settlement of the approach slab was adopted as parameter for numerical analysis. And car body accelerations, variations of wheel force and rail stress and uplift force induced on a fastener clip are investigated. From the result, resonable settlement limits of an approach slab according to slab length was suggested.

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Development of the technology to verify the systems interface for the High speed Electric Multiple Unit (차세대고속철도기술개발사업 시스템인터페이스 시험기술 개발)

  • Kang, B.M.;Jeong, S.G.;Ahn, H.K.;Choi, H.C.;Yu, S.W.
    • Proceedings of the KSR Conference
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    • 2010.06a
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    • pp.810-815
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    • 2010
  • Since a long time ago, many railway engineers analyze and discuss the interface between the sub-system of railway, such as a wheel/rail interface, pantograph/catenary interface etc. The verifying of the system interface could help to achive the optimized performance and safety of the railway system considering that the railway system is constructed by various engineerings, such as civil, mechanical, electrical, etc. A rolling stock with distributed drive system, which will be developed by HEMU-400x project, is capable of running on high speed line and conventional line in Korea. To verify the performance of rolling stock, test run will be done with revenue service line. And the test items of the system interface have to be selected to verify a functional compatibility and physical force between rolling stock and infrastructure. In this paper, the authors will indicates the test items to verify system interface. To achive the conclusion, the authors analyze a specification of the development train and the design value of Seoul-Busan high speed line, which will be used for testing of the development train, and also, study the various case of high speed train commissioning.

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Analysis of Curve Squeal Noise for Busan Metro Line 3 (부산 도시철도 3호선 차량 곡선부 스퀼소음 특성)

  • Hong, Do-Kwan;Ahn, Chan-Woo;Han, Geun-Jo;Gang, Hyeon-Uk
    • Journal of the Korean Society for Precision Engineering
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    • v.28 no.4
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    • pp.427-435
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    • 2011
  • This paper deals with the measurement and analysis of the squeal noise according to the curvature of rail. The squeal noise is generated by the friction between the railway with curve and the wheel. The squeal noise is a big problem in Busan Metro Line 3. If the developing panel type ANC(Active Noise Control) system which is attached to the floor can reduce 5 dB in below 500 Hz, the sound pressure level of the whole band pass can be reduced about 4-4.8 dB in squeal noise above the curvature of R400. Curve squeal noise is the intense high frequency tonal that can occur when a railway vehicle transverses a curve. The frequency range is from around 500 to almost 20,000 Hz, with noise levels up to about 15 dB in curve.