• 제목/요약/키워드: derailment coefficient

검색결과 90건 처리시간 0.027초

경전철 직결식 콘크리트 궤도구조의 열차주행안전성 평가 (Evaluation of Train Running Safety for Direct Fixation Concrete Track on Light Rapid Transit)

  • 최정열;김준형;정지승;이선길
    • 한국안전학회지
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    • 제32권5호
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    • pp.41-46
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    • 2017
  • The coefficient of derailment and the rate of wheel load reduction were used as the index of train running safety that was directly affected the train derailment safety. In aspects of track, the train running safety depends on the complex interaction between wheel and rail, and the track-vehicle conditions (i.e., the curvature, cant, track system, vehicle speed and the operation conditions, etc). In this study, the relationship between the train running safety and the track curvature and vehicle speed for direct fixation concrete tracks currently employed in Korean light rapid transit was assessed by performing field tests using actual vehicles running along the service lines. The measured dynamic wheel load, lateral wheel load and lateral displacement of rail head were measured for same train running on four tested tracks under real conditions, which included curved and tangent tracks placed on the tunnel and bridge, thus increasing the train speed by approximately maximum design speed of each test site. Therefore, the measured dynamic track response was applied to the running safety analysis in order to evaluate the coefficient of derailment, the rate of wheel load reduction and the track gauge widening at each test site, and compare with the corresponding Korean train running safety standard. As the results, the lateral track response of direct fixation concrete track appeared to increase with the decreased track curvature; therefore, it was inferred that the track curvature directly affected the train running safety.

기존선 구간(동대구-남성현)에서의 탈선안전도 해석 연구 (A Study on Derailment Safety Analysis in a Conventional Line (Dongdaegoo-Namsunghyun))

  • 김용원;엄범규;강부병;이희성
    • 대한기계학회논문집A
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    • 제35권8호
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    • pp.941-949
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    • 2011
  • 기존선 속도향상 시에 탈선안전도를 고려한 기존선 구간 (동대구-남성현) 최대 운행가능속도에 대한 기준을 제시하여 기존선의 곡선부 및 완화곡선부 통과 시 속도를 향상시키고자 한다. 본 연구에서는 탈선의 위험도가 높은 곡선부 통과하는 열차의 고속향상을 도모하기 위하여 실제 선로조건인 동대구-남성현 상 하행 구간에서의 곡선부 구간별 통과 시 탈선안전도에 미치는 영향을 살펴보았다. 곡선반경별 주행속도를 실제 선로 조건에서의 기존 속도 대비 5-20% 향상시켜 탈선안전도 해석을 수행하였다.

축상스프링 노화에 따른 탈선안전도 영향 분석 (Analysis of Influence on Derailment due to Primary Spring Aging)

  • 허현무;신유정;유원희;박준혁
    • 한국철도학회논문집
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    • 제20권3호
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    • pp.320-328
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    • 2017
  • 철도차량에 폭 넓게 적용되고 있는 축상고무스프링의 노화에 따른 탈선안전도 영향을 분석하고자 노화 축상고무스프링 시료를 대상으로 특성시험을 수행하였다. 그리고 축상고무스프링 노화가 탈선 안전에 미치는 영향을 분석하기 위하여 주행 동특성 해석을 수행하였다. 사용연수 17년이 지난 롤고무 축상스프링 시료를 대상으로 한 상하방향 특성시험결과, 고무 노화로 인하여 변위 복원기능이 저하되었고 스프링강성이 현저히 증가하였다. 그리고 EN14363규격 적용 twist궤도 주행 시를 모사한 주행동특성 해석결과, 정상 차량모델(Case1)에 비하여 노화 축상스프링 특성을 적용한 차량모델(Case2)의 탈선계수와 윤중감소가 증가하여 탈선안전도는 저하하였다. 특히 급격한 선형 변동이 발생하는 천이구간 주행 시 윤중감소로 인한 탈선안전도는 취약하게 나타났다.

한국형 고속열차를 이용한 고속선-기존선 연결구간의 속도향상 가능성에 관한 연구 (A Study on the Performance Elevation Methods of Next Generation Railway Freight Vehicles)

  • 함영삼;홍재성;오택열
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2005년도 추계학술대회 논문집
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    • pp.12-15
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    • 2005
  • In April 1, 2004, age of high-speed railway was opened to korea railroad. The railroad is a means of large transportation which has many talents such as a safety and a regularity. That is a results from various confidential performance tests and evaluations of the system. The railroad system consist of various subsystems - vehicle, power supply, signal, communications, track structures, operations, etc. Among them, as an item of safety evaluation there is a measurement of wheel/rail farce, so called a measurement of derailment coefficient. This is a very important item because a derailment of a train will bring about a big accident. Especially it is more important in high speed rail of which operation speed is over two times as fast as existing rail. In this paper, examined speed elevation possibility use the korean style high speed railway vehicle for reduce the running time of high-speed railway between high speed line and conventional line.

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장대레일 적재 화차의 기존선구간 주행안전성 연구 (A Study Running safety of the Freight Car Loading CWR on KNR Line)

  • 김종오;양신추;오일근;이희성
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 추계학술대회 논문집
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    • pp.959-964
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    • 2007
  • In this study, it is offering a numerical method which assesses running safety of the freight car loaded CWR when passing through on the conventional railway by additional lateral load. It is suggested based on the numerical reviews of the safety against derailment after seeking the derailment coefficient estimated by wheel load-lateral force equation in the section that curve radius is small

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Design of Small-Scaled Derailment Simulator for Investigating Bogie Dynamics

  • Eom, Beom-Gyu;Kang, Bu-Byoung;Lee, Hi-Sung
    • International Journal of Railway
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    • 제4권2호
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    • pp.50-55
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    • 2011
  • The dynamic stability of railway vehicle has long been one of the important issues in railway safety. The dynamic simulator has been used as a tool for investigating the dynamic stability of railway vehicles and wheel/rail interfaces. In particular, small scale simulators have been widely used in laboratory studies instead of full scale roller rigs which can be quite costly and rather inconvenient for testing out the effect of diverse design parameters. But techniques for design of a small scale simulator for the fundamental study about the dynamic characteristics of the wheel-rail systems and the bogie systems have not been well developed in Korea. Therefore, a research on the development of a small scale simulator for investigating bogie dynamics needs to be undertaken. The present paper investigates design of a small-scaled derailment simulator and the design of a small scale bogie. The simulator developed can be used to investigate the effect of diverse parameters such as attack angle, wheelbase and cant on dynamic behavior of the bogie and key dynamic performance parameters such as derailment coefficient and critical speed.

궤도 및 교량 안전성을 고려한 열차 증속가능 속도대역 평가 (Evaluation on Allowable Vehicle Speed Based on Safety of Track and Railway Bridge)

  • 방은영
    • 한국안전학회지
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    • 제33권2호
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    • pp.145-151
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    • 2018
  • In this study, the track-bridge interaction analysis was performed using an analytical model considering the track structure, thereby taking into account the linear conditions (R=650 m, cant variation $160{\pm}60mm$) and the dynamic characteristics of the bridge. As a result of the study, the allowable speed on the example bridge considered was calculated at 200 km/h based on vertical deflection, vertical acceleration, and irregularity in longitudinal level, but was also evaluated at 170km/h based on the coefficient of derailment, wheel load reduction, and lateral displacement of the rail head. It is considered desirable to set the speed 170km/h to the speed limit in order to secure the safety of both the bridge and the track. It is judged that there will be no problems with ensuring rail protection and train stability in the speed band.

세브론 스프링의 강성 변화에 따른 철도차량의 동특성 예측 연구 (Prediction of Dynamic Characteristics of Railway Vehicle by Stiffness Variation of Chevron Rubber Spring)

  • 유원희;박준혁;박남철;구정서
    • 한국소음진동공학회논문집
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    • 제27권2호
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    • pp.162-167
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    • 2017
  • The chevron rubber spring is used for subway vehicle as a primary suspension. Generally, the primary suspension has an influence to the running performance and not so much effect on the ride comfort in railway vehicle. But the stiffness of chevron spring is harder and harder as time goes on because of rubber characteristics. Therefore the dynamic characteristics such as ride comfort and derailment coefficient should be reviewed according to the stiffness variation of chevron rubber spring. In this paper the effect of chevron rubber spring on dynamic characteristics was studied by considering multi-body dynamics of railway vehicle on one straight line and seven curved lines.

차륜과 레일간의 상호 작용력에 의한 틸팅차량 윤축의 응력분포 (Stress Distribution of Tilting Vehicles Wheel-set by Interaction Force Between Wheel and Rail)

  • 함영삼;오택열
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2006년도 춘계학술대회 논문집
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    • pp.363-364
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    • 2006
  • The important factor to evaluate the running safety of a railway vehicle would be the interaction force between wheel and rail(derailment coefficient), for which is one of important factors to check the running safety of a railway vehicle that may cause a tragic accident. In this paper, when interaction force between wheel and rail happens to wheel-set of tilting vehicles, it analyzes stress distribution and verified safety.

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