• Title/Summary/Keyword: railway Dynamics

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The research on wear simulation between wheel and rail at inclined of Korea High Speed Railway (경사선로에서의 차륜과 레일간 상호작용에 따른 마모 현상 연구)

  • Moon Tai-Seon;Seo Bo-Pil;Choi Jeung-Hum;Han Dong-Chul
    • Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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    • 2003.11a
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    • pp.112-117
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    • 2003
  • The purpose of this work is to general approach to numerically simulating wear in rolling and sliding contact area between wheel and rail interface based on the analysis of dynamics with general MBS package. A simulation scheme is developed that calculates the wear at a detailed level. The estimation of material removal follows Archard's wear equation which states that the reduction of volume is linearly proportional to the sliding distance, the normal applied load and the wear coefficient and inverse proportional to hardness. The main research application is the wheel-rail contact of Korea High Speed Railway.

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A Study on Analysis Method for Structure Deflection of Electric Multiple Units (도시철도차량의 구조체 처짐량에 대한 해석 방안 연구)

  • Chung, Jong-Duk;Pyun, Jang-Sik
    • Proceedings of the KSR Conference
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    • 2009.05a
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    • pp.653-658
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    • 2009
  • This paper describes the structural deflection analysis method and result of EMU(Electric Multiple Units). During manufacturing of rail passenger coaches, the underframe is assigned a camber before it is integrated with other major assemblies of shell such as the side panel, the end panel and the roof. The camber of the positive deflection given intentionally to compensate for the sagging so that it remains straight at the maximum load. But some manufacturers have insisted there has no relationship between the camber and the safety or life cycle and they expect to reduce a manufacturing cost without a camber. So this study analyzes whether the camber influences on the safety or life cycle of EMU structure under a full load and regular driving condition. The structural dynamics model for a railway vehicle is introduced.

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A Hybrid Coordinate Partitioning Method in Mechanical Systems Containing Singular Configurations

  • Yoo, Wan-Suk;Lee, Soon-Young;Kim, Oe-Jo
    • Journal of the Korean Society for Railway
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    • v.5 no.3
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    • pp.174-180
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    • 2002
  • In multibody dynamics, DAE(Differential Algebraic Equations) that combine differential equations of motion and kinematic constraint equations should be solved. To solve these equations, either coordinate partitioning method or constraint stabilization method is commonly used. The most typical coordinate partitioning methods are LU decomposition, QR decomposition, and SVD(singular value decomposition). The objective of this research is to suggest a hybrid coordinate partitioning method in the dynamic analysis of multibody systems containing singular configurations. Two coordinate partitioning methods, i.e. LU decomposition and QR decomposition for constrained multibody systems, are combined for a new hybrid coordinate partitioning method. The proposed hybrid method reduces the simulation time while keeping accuracy of the solution.

Dynamics Responses of Railway Bridges for Track Irregularities (궤도의 불규칙성을 고려한 철도교량의 동적응답분석)

  • 박흥석;이용선;이상호;김상효
    • Computational Structural Engineering
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    • v.11 no.3
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    • pp.253-262
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    • 1998
  • 본 연구에서는 경부고속철도의 주요 교량형식인 PSC 박스교량을 3차원 뼈대요소를 사용하여 모형화하였으며, 궤도불규칙성의 형상은 지수 스펙트럴 밀도함수를 사용하여 생성시켰다. 경부고속철도차량(K-TGV)중 동력차는 17자유도의 3차원 주행열차로 모형화하였고, 이러한 교량, 궤도불규칙성 및 차량 모형을 이용하여 교량과 차량의 상호작용을 해석할 수 있는 프로그램을 개발하였다. 동적해석을 위한 교량과 차량의 운동방정식은 Lagrange 방정식을 사용하여 유도하였으며, 운동방정식의 수치해석에는 Newmark-β법을 사용하였다. 개발된 프로그램을 이용하여 동력차의 주행에 의한 교량의 시간이력곡선을 구하였으며, 궤도불규칙성의 영향을 분석하였다. 또한 도상의 유무에 따른 교량동적거동의 특성과 함께 열하중의 편심의 영향도 분석하였다.

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Analysis of Dynamic Behavior of the High Speed Train by External Force due to the Gust (동적거동 관점에서의 돌풍에 대한 고속전철 운행속도 영향 연구)

  • Park, C.K.;Kim, Y.G.;Choe, K.Y.
    • Proceedings of the KSME Conference
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    • 2001.06b
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    • pp.495-500
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    • 2001
  • The dynamic behavior of high speed train is very important because it should be safe and is satisfied with the ride comfort of passengers. The railway is composed of many suspension components-1st springs, 1st dampers, 2nd springs, 2nd dampers etc- that have an influence on the dynamic characteristics of high speed train. Also, the wheel/rail shapes, the track condition and geometry and many environmental factors-rain, snow, wind etc-are affected the dynamic behavior of high speed train. This paper is reviewed the effect of wind(gust) on the dynamic behavior of high speed train. Vampire program is used for this simulation. The result of simulation shows that high speed train should not be operated when the gust speed is beyond 34.5m/sec.

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Fatigue Design and Fatigue Strength Evaluation of Bogie Frame (대차프레임의 피로설계 및 피로강도 평가)

  • 이상록;이학주;한승우;김정엽;차정환;강재윤;박찬경
    • Proceedings of the KSR Conference
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    • 2000.05a
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    • pp.234-241
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    • 2000
  • Stress analysis of the bogie frame by using the finite element method has been performed for the various loading conditions according to the results of vehicle dynamics analysis. Multiaxial fatigue analysis methods such as signed von Mises method, and typical critical plane theories were reviewed, and margin of safety for fatigue is defined. Multiaxial fatigue analysis program to predict the margin of safety of bogie frame under non-proportional loading conditions has been developed by using a commercial command language. Fatigue analysis of bogie frame under multiaxial loading was performed through this program and finite element analysis result. The procedure developed in this study is considered to be useful for the fatigue strength analysis in preliminary design stage of railway components under multiaxial loading condition.

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The study on wheel wear analysis in UIC60 and KS50N of Korea High Speed Railway (한국형 고속철도의 전용선과 기존선의 차륜 마모 특성 연구)

  • Kim Youn-Jung;Choi Jeong-Heum;Han Dong-Chul;Kim Young-Gukk
    • Proceedings of the KSR Conference
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    • 2005.11a
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    • pp.1115-1120
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    • 2005
  • characteristic of wear between wheel and rail is important factor of judgement to maintenance. KHST is optimized on an exclusive rail, UIC60. but also KHST is running on the variety existing line as well as KS50N, KS60 et,c. Hail profile of KS50N is dissimilar to DIC60. So we can predict that characteristic of wear is embodied also different. In this paper. we deduced the force and point of contact position between wheel and rail through multi-dynamics analysis and predicted wear of wheel and rail through contact problem analysis. we used simplified theory of kallker on contact problem, and Predicted the wear phenomenon of wheel using archard wear equation about each condition.

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Dynamic Characteristics of Automated Guideway Transit (AGT) Vehicles (무인자동안내방적 경량전철 시스템의 동특성에 관한 연구)

  • 송창민;이우식
    • Journal of the Korean Society for Railway
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    • v.4 no.1
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    • pp.1-8
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    • 2001
  • In this paper, the dynamics and stability of the automated guideway transit (AGT) vehicles with rubber tires are investigated. Two types of AGT systems are considered: the bogie-type and steering-type systems. The critical speeds for the dynamic instability of lateral and yawing motions are investigated by use of the Routh-Hurwitz's stability criterion. It is shown that the bogie-type AGT vehicles are likely to be stable within the range of practical operating speed, whereas it is not true for the steering-type AGT vehicles. It is also shown that the control performance of steering-type AGT vehicles can be improved by choosing proper steering gains of the closed-loop steering control system.

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Spectral Element Analysis of an Axially Moving Thermoelastic Beam (축 방향으로 이동하는 열 탄성 보의 스펙트럴요소해석)

  • 김도연;권경수;이우식
    • Journal of the Korean Society for Railway
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    • v.7 no.3
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    • pp.239-244
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    • 2004
  • The use of frequency-dependent spectral element matrix (or exact dynamic stiffness matrix) in structural dynamics may provide very accurate solutions, together with drastically reducing the number of degrees of freedom to improve the computation efficiency and cost problems. Thus, this paper develops a spectral element model for the coupled thermoelastic beam which axially moves with constant speed under a uniform tension. The accuracy of the spectral element model is then evaluated by comparing the natural frequencies obtained by the present element model with those obtained by the conventional finite element model.

Structural Health Monitoring for Trains: A review of damage detection methods (철도차량 구조건전성모니터링: 손상 감지 기술 분석)

  • Chong, See-Yenn;Lee, Jung-Ryul;Kim, Jung-Seok;Yoon, Hyuk-Jin
    • Proceedings of the KSR Conference
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    • 2008.11b
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    • pp.1545-1561
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    • 2008
  • Among all transportations, railway transports have been promisingly offering excellent energy conservation and travelling time. Inevitably, they become a main role in not only transport goods but also passengers. With leap in development of technology, trains have tremendously enhanced their services in terms of speed, accessibility and comfort. However, the safety and ride quality have become a main issue as the train speed increased. The higher speeds have led the structural dynamics and health must be monitored from time to time to ensure that they are in good condition to provide reliable ride. Among all monitoring systems, the structural health monitoring (SHM) systems are imperative important due to its capability of in-situ monitoring and inherently reduce the maintenance frequencies and the huge associated cost. In this paper, SHM systems and the related non-destructive test and evaluation methods were discussed. The types of damages related to train vehicles as well as the damage hot spots are also included in this paper.

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