• Title/Summary/Keyword: railway vehicles

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Numerical Study on Load Transfer Efficiency of Floating Slab Track (플로팅궤도 연결부의 하중전달효율 산정을 위한 수치해석)

  • Chung, Won-Seok;Jang, Hoon;Park, Sung-Jae;Park, Myung-Kyun
    • Proceedings of the KSR Conference
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    • 2010.06a
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    • pp.1287-1292
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    • 2010
  • Recently, many railway stations are built under the railway line in urban area. The passage of railway vehicles generates mechanical vibrations of a wide range of frequency. Thus, it is required to place structural vibration isolation systems to reduce vibration and noise originating from surrounding environments. This study utilizes elastometric bearings as a vibration isolation system. The slab track system on elastometric bearings is called "low vibration track" or "floating slab track." In this low vibration track system, dowel bars or plates can be installed to minimize the discontinuity of displacement between adjacent floating slab tracks. This study is to numerically investigate the effects of dowel members on static behavior of the low vibration track. The study involves two steel dowel systems including dowel bars and dowel plates. Each dowel system is analyzed under the service load condition to assess load transfer efficiency (LTE).

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Development of Dynamic Modeling and Control Algorithm for Lateral Vibration HILS of Railway Vehicle (철도 차량 횡진동 HILS 를 위한 동적 모델링 및 제어 알고리즘 개발)

  • Lee, Jae-Ha;Kwak, Moon-K.;Yang, Dong-Ho;You, Won-Hee
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2012.04a
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    • pp.713-719
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    • 2012
  • This paper is concerned with the dynamic modeling for the hardware-in-the-loop simulation of lateral vibrations of a railway vehicle. The resulting dynamic model is a nine degree-of-freedom model which can describe the lateral, roll and yaw motions of the car body and two bogies. It is assumed that the external disturbances come from wheel motions. In order to test the efficacy of the model, the linear quadratic regulator and the sky-hook control algorithm were designed and applied to the model. The simulation results show that both control algorithms are effective in suppressing the vibrations of railway vehicles.

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Development of Dynamic Modeling and Control Algorithm for Lateral Vibration HILS of Railway Vehicle (철도 차량 횡진동 HILS를 위한 동적 모델링 및 제어 알고리즘 개발)

  • Lee, Jae-Ha;Kwak, Moon-K.;Yang, Dong-Ho;You, Won-Hee
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.22 no.7
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    • pp.634-641
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    • 2012
  • This paper is concerned with the dynamic modeling for the hardware-in-the-loop simulation of lateral vibrations of a railway vehicle. The resulting dynamic model is a nine degree-of-freedom model which can describe the lateral, roll and yaw motions of the car body and two bogies. It is assumed that the external disturbances come from wheel motions. In order to test the efficacy of the model, the linear quadratic regulator and the sky-hook control algorithm were designed and applied to the model. The simulation results show that both control algorithms are effective in suppressing the vibrations of railway vehicles.

Fatigue Life Assessment for a Brake Disk of Railway Vehicles (철도 차량용 제동디스크의 피로수명평가)

  • Seok C.S.;Park H.S.;Huh Y;Kim J.H.;Lee Y.M.
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2006.05a
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    • pp.385-386
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    • 2006
  • A brake disk in railway vehicle is safety part. Requirements not only in performance but also in comfort, serviceability and working lifetime are high and rising. In this study, we carried out fatigue test and thermal stress analysis. To determine a pressure distribution, contact pressure analysis precede thermal stress analysis. Especially, characteristics of the brake disk were analyzed in considering intial velocity, and thickness of a frictional plate. Form the comparing the results of experiment and FEM analysis, fatigue characteristic and fatigue life assessment ok a brake disk of railway vehicle were performed.

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Deformation of the floor structure of railway vehicle depending on temperature and humidity (온습도 변화에 따른 철도차량 바닥재의 변형)

  • Shin, Bum-Sik;Kim, Myong-Soo;Choi, Yeon-Sun
    • Proceedings of the KSR Conference
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    • 2008.06a
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    • pp.1002-1007
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    • 2008
  • The floor structure of railway vehicle can deflect and warp due to variation of temperature and humidity at the inside and outside of vehicle. In this study, its temperature and humidity characteristics was investigated experimentally for beam and plate specimen and numerically for the floor structure assembly. The temperature and humidity characteristics of a part were measured and the deformation and stress distribution of the floor structure were calculated using a commercial software. And the warp deformation of the plywood was measured experimentally. The results show that the temperature and humidity effects on the floor structure are the important factor to decide the strength and the quality of the floor structure of railway vehicles.

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An Investigation on Standards Creation of Brake friction Materials for Railway Vehicles (철도차량용 제동마찰재 표준규격 제정에 관한 연구)

  • Kwon, Sung-Tae;Kim, Jeong-Guk;Seo, Jung-Won;Kwon, Tae-Soon
    • Proceedings of the KSR Conference
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    • 2009.05a
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    • pp.1132-1138
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    • 2009
  • Brake friction materials in railway applications are one of critical elements for acceleration and/or deceleration of vehicle, stop at designated position, and stability of vehicle operation. In this investigation, a comprehensive overview on international standards on brake friction materials, including UIC, JI, and AAR, was conducted to understand the current standards creation trend and collect the related information on brake friction materials with different applications. Moreover, the detailed conditions such as testing conditions and environment, testing items, and materials, were carefully reviewed and compared by each standard. The preliminary results will be used for the creation of Korean railway standards (KRS) on brake shoe materials.

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Numerical Analysis to Investigate Dynamic Characteristics of Steel Plate Girder Railway Bridges without Ballast (무도상 판형교의 동적거동특성 분석을 위한 해석적 연구)

  • 최진유;오지택;김현민;김영국
    • Proceedings of the KSR Conference
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    • 2002.10b
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    • pp.1080-1085
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    • 2002
  • A dynamic characteristics of existing steel plate girder railway bridges without ballast were investigated from the finite element analysis. Span lengths, types of vehicle and running speeds are selected as parameters for analyses. For more exact analysis, it was adopted that 3-dimensional bridge models and wheel loads were produced by averaging field measured wheel loads of running vehicles at various speeds. Dynamic vertical deflections, dynamic amplification factors and vertical accelerations of bridges having 9m, 12m and 18m span length were investigated and compared with the limit values specified in Korean railway bridge specification.

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A Study on the Evaluation and Improvement of Riding Comfort for Railway Vehicle (여객열차 승차감 평가 및 향상방안 연구)

  • You, Won-Hee;Choi, Kyung-Jin;Koh, Sung-Soon;Park, Kyu-Han
    • Proceedings of the KSME Conference
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    • 2001.06b
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    • pp.170-175
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    • 2001
  • The riding comfort problem for railway vehicles of conventional line becomes increasingly important under the influence of the opening of Kyungbu high-speed and high-grade railway in 2004. Meaning of the term "riding comfort" of passenger train varies widely. In a narrow sense, the riding comfort means the comfort related to the vehicle vibration. But in a broad sense, the riding comfort means the comfort related to the cabin temperature, noise, illumination, smell, air-conditioning, etc. In this study, the riding comfort in a broad sense is treated and the direction of research for improving the riding comfort is presented.

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Evaluation of Residual Stress of railway wheel (차륜/래일 접촉에 의한 차륜의 잔류응력 평가)

  • Seo Jung-Won;Goo Byeung-Choon;Chung Heung-Chai
    • Proceedings of the KSR Conference
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    • 2003.05a
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    • pp.668-673
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    • 2003
  • A wheel and axle failure can cause a derailment with its attendant loss of life and property. The service conditions of railway vehicles have become severe in recent years due to a general increase in operating speeds. Damages of railway wheel are a spalling by wheel/rail contact and thermal crack by braking heat etc. One of the main source of damage is a residual stress. therefore it is important to evaluate exactly. A Residual stress of wheel is formed at the process of heat treatment when manufacturing. it is changed by contact stress developed by wheel/rail contact. Distributions of residual stress vary according to a magnitude of wheel load, a magnitude of friction when acceleration and deceleration. The objective of this paper is to estimate the influence of wheel motion on the residual stress distribution in the vicinity of the running surface.

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A Study on the Capacity Analysis for improving Railway Systems (철도시스템 개선을 위한 용량분석에 관한 연구)

  • Kim Dong-Hee;Kim Seong-Ho
    • Proceedings of the KSR Conference
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    • 2003.05a
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    • pp.272-279
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    • 2003
  • There are two methodologies to increase transport capacity of railway. One is to invest railroad equipment or vehicles, and the other is to improve operation efficiency through optimization. All of these is intended to increase transport capacity by improving the line capacity, So far, we treat the line capacity as the criteria for evaluating investment alternatives or for restricting train frequencies, and this criteria is calculated statical and experimental numerical formula. But, line capacity has special attribute that changes dynamically according to operational conditions, so there is a need of new line capacity estimation system. Korea Railroad Research Institute(KRRI) proposed a new line capacity estimation system based on the probability simulation method. In this research. we perform analysis of line capacity for the railway improvement alternatives, and to represent the results.

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