• 제목/요약/키워드: axle type

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독립차륜형 초고속 열차 개념 설계안의 동특성 해석 (Analysis of Dynamic Characteristics for Concept Design of Independent-Wheel Type Ultra-High-Speed Train)

  • 이진희;김남포;심경석;박태원
    • 한국철도학회논문집
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    • 제17권1호
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    • pp.28-34
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    • 2014
  • 본 논문에서는 레일형 초고속 열차의 개념 설계안을 제안하고 동역학 해석을 통해 주행 동특성을 예측하고자 한다. 초고속 열차에는 단일 윤축세트가 포함된 새로운 형태의 대차가 적용되었으며, 기존의 일체형 차축 대신 독립차륜이 적용되었다. 초고속 열차의 동특성을 파악하기 위하여 먼저, 차량에 대한 동역학 수치해석모델을 개발하고 고유치 해석을 통해 해석 모델의 기본적인 타당성을 검증하였다. 또한, 임계속도 해석을 통하여 기존 고속철도 HEMU-430X 차량에 비해 향상된 성능을 확인하였으며, 7000R 곡선선로에서 550km/h 주행해석을 통하여 횡압, 탈선계수 등을 예측하고 초고속 열차 개념 설계안의 적용 가능성을 파악하였다.

AVC 장비의 센서고장 상황에 따른 교통량·통행 속도 산출 방법 (Traffic Volume and Vehicle Speed Calculation Method for type of Sensor Failure of Automatic Vehicle Classification Equipment)

  • 김민현;오주삼
    • 대한토목학회논문집
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    • 제36권6호
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    • pp.1059-1068
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    • 2016
  • 현재 AVC 장비의 운영방법은 하나의 센서가 고장 나면 해당 차로의 교통량 속도 차량 종류에 대한 모든 정보의 생성을 중단하고 있다. 현재의 운영방법은 정상 센서에서 수집한 자료들을 활용하지 않는다는 비효율이 존재한다. 본 연구는 이런 비효율을 개선하기 위하여 일부 센서가 고장 난 AVC (Automatic Vehicle Classification)장비에서 교통량과 속도의 산출 방법에 대하여 연구를 진행하였다. 센서의 고장유형을 총 4가지로 분류하였으며, 각 고장유형별로 교통량과 속도를 산출하고 이에 대한 정확도분석을 수행하였다. 그 결과 교통량은 정확도가 매우 높은 값(정확도: 100%, 98%, 97%)으로 산출이 가능하였으며, 속도의 경우 충분히 받아들일 만한 수준의 속도 값(RMSE 값 16.9 이하)이 산출되는 것을 확인하였다. 따라서 본 연구에서 제시한 방법론들을 사용하면 AVC 장비의 운영 효율을 증가 시킬 수 있을 것으로 기대된다.

Rayleigh Wave를 이용한 KTX 제동 디스크의 균열 검측 시스템 개발 (Development of Nondestructive System for Detecting the Cracks in KTX Brake Disk Using Rayleigh Wave)

  • 김민수;염윤택;박진현;송성진;김학준;권성덕;이호용
    • 비파괴검사학회지
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    • 제37권1호
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    • pp.29-36
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    • 2017
  • 최근 KTX (Korean Train Express) 열차의 사고의 대부분은 기기의 오작동, 차량 부품의 노후와에 따른 고장 및 장애발생, 신호장치에 대한 인적오류 등이 주된 원인이였다. 특히, 차량부품 중 제동 디스크의 파손은 하부 차축 및 차륜에 충격을 가해 탈선의 우려와 고속 충돌 등 대형 인명 피해를 낳을 수 있다. 따라서 본 연구에서 KTX의 제동 디스크(Solid Type, Ventilation Type)를 형상화하고, 이를 동작시켜 균열을 측정하여 DB화 할 수 있는 균열검측시스템을 구축하였다. 제동 디스크의 표면균열을 검사하기 위하여 Rayleigh wave를 이용하였으며 수침기법으로는 제동디스크 장착상태에서 탐상의 어려움이 인하여 국부수침 탐상기법을 활용하여 제동디스크의 초음파 검사모듈을 개발하였다. 또한 제동디스크의 회전에 따라 측정된 균열을 저장할 수 있는 균열검측 자동화장치와 제동 디스크의 초음파 검사모듈을 이용하여 제동 디스크의 표면결함을 평가하였다.

RF-CBTC 신호방식에서 Fall-Back 시스템 구축방안 (A study of performing Fall-Back operation in RF-CBTC signalling system)

  • 전재훈;강덕원;이종성
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 춘계학술대회 논문집
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    • pp.145-153
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    • 2011
  • In the system necessary for safety such as the train control system, to make train control information be sent correctly is very important to enable organic movement between trains. In the case of the system such as RF-CBTC (Radio Frequency Communication Based Train Control) the control related information is sent through wireless transmission between on-board system of a train and wayside transmitter. The wayside transmitter collects the running information such as location, velocity from the on-board system and operates the optimizing control by sending the control information such as the target, limited velocity to the on-board system. But, when the communication disconnect or train failure, the critical hazard such as train collision or derailment may be possible because the RF-CBTC depends on the information through wireless communication. This paper discribes of performing Fall-Back system to detect train position in the case of rail break or communication failure to avoid train accident and allows train to be operated safely. It can be implemented with ATP function through track circuits using active-type transformers and axle counters, and allows train to be operated manually in emergency status.

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강상형 철도교의 도상종류와 형고에 따른 동특성 및 안정성 연구 (Study on Dynamic Characteristic and Safety of 45m Steel Box Railway Bridge according to Girder hight and Ballast)

  • 윤지홍;최권영;권구성;안주옥;정원석
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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    • pp.3147-3155
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    • 2011
  • Railway bridges are highly susceptible to resonance due to the equidistant axle load with constant speed of train. Thus, it is inevitable verify dynamic characteristics and quantities against dynamic guidelines. Recently, various new-type bridges are developed and applies to medium span length between 30m and 40m. However, just steel box girder bridge is under review for span length between 45m and 50m without development any new technologies. This study investigate the dynamic properties and safety of steel box railway bridge having span length 45m in alternative girder hight and kind of ballast. Numerical analysis is performed time series analysis by mode superposition using calculated natural vibration frequency and mode after carry out a free vibration analysis and extract modal parameter to higher modes. The results are then compared to various dynamic stability standards toward target bridge's dynamic stability analysis. The result of this study is expected as a reference for design railway bridges.

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안내궤도 차량의 조향 안정성 평가 (An Evaluation on the Steering Stability of the Guideway Vehicle)

  • 윤성호
    • 한국자동차공학회논문집
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    • 제10권1호
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    • pp.209-215
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    • 2002
  • A study of the guideway vehicle was made for a comparison of ride stabilities between its two primary steering types; one is the front wheel steering and the other the front-rear wheel. A numerical model as a closed loop system was built for an investigation of various factors to have an influence on the vehicular critical speed which is closely associated with ridabilities. It was shown that dynamics stabilities of the front steering type was much better over a large value of steering gain and the longer distance between front axle and guide link for both types provided better stabilities as well. A large steering gain ratio of the front to the rear significantly plays an important role in an improvement of stability in the front-rear steering. To observe a qualitative trend on stability behaviors, the root locus was obtained by considering a time lag which may be frequently caused by the complicated steering mechanism. In performing so, the appropriate selection of steering gain had a greater effect on the front-rear steering vehicle far more ride comfort. In addition, the dynamics model proposed here can be utilized for a more accurate evaluation on the vehicle design in lateral or yawing absorber and moreover expanded for the analysis of independent four-wheel steering vehicle.

차세대 고속전철용 영구자석동기 전동기 개발 (Development of Permanent Magnet Synchronous Motor for High-speed Electric Multiple Unit - 400km/h eXperimen)

  • 김정철;김봉철;박영호;김철호
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2010년도 춘계학술대회 논문집
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    • pp.470-474
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    • 2010
  • Up until now, power centralized trains have been produced due to the maintenance convenience and comfortableness, but there are some problems, such as limitation of viscosity and maintenance difficulty of railroad due to recently increasing axle mass. In order to improve the problems, power decentralized trains have been developed to improve traction power. In the case of using electrical braking system, it is possible to improve braking friction power. Induction motors have been developed for power decentralized high speed train because of less structural defection, and low maintenance and production cost. However, induction motors have limitations, such as assuring enough power capacity and efficiency with reduced size. PMSM (Permanent magnet synchronous motor) have been newly developed to improve shortcomings of induction motors. The PMSM can be produced small and light weighted. Also if the PMSM and induction motors have the same size and power capacity, the PMSM have better power efficiency. In this pater, the prototype and modified type of PMSM for "High-speed Electric Multiple Unit-400km/h eXperimmen" will be introduced.

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Finite element analysis of vehicle-bridge interaction by an iterative method

  • Jo, Ji-Seong;Jung, Hyung-Jo;Kim, Hongjin
    • Structural Engineering and Mechanics
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    • 제30권2호
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    • pp.165-176
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    • 2008
  • In this paper, a new iterative method for solving vehicle-bridge interaction problems is proposed. Iterative methods have advantages over the non-iterative methods in that it is not necessary to update the system matrix for a given wheel location, and the method can be applied for a new type of car or bridge with few or no modifications. In the proposed method, the necessity of system matrices update is eliminated using the equivalent interaction force acting on the bridge, which is obtained iteratively. Ballast stiffness is included in the interaction forces and the geometric compatibility at the contact points are used as convergence criteria. The bridge is considered as an elastic Bernoulli-Euler beam with surface irregularity and ballast stiffness. The moving vehicle is modeled as a multi-axle mass-spring-damper system having many degrees of freedom depending on the number of axles. The pitching effect, which is the interaction effect between the rear and front wheels when a vehicle begins to enter or leave the bridge, is also considered in the formulation including extended ground boundaries having surface irregularity and ballast stiffness. The applicability of the proposed method is illustrated in the numerical studies.

트랙터부착형 배추수확장치의 설계요인 (Design Factors for Chinese Cabbage Harvester Attachable to Tractors)

  • 홍종태;최용;성제훈;김영근;이기명
    • Journal of Biosystems Engineering
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    • 제26권4호
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    • pp.337-354
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    • 2001
  • This study was conducted in order to develop a Chinese cabbage harvester attachable to tractors. For designing Chinese cabbage harvester in which laboratory and field tests were conducted with to determine feasible values design factors. To adopt the various sizer of C-cabbages, U-type soft rubber band was attached to the chain conveyor with an angle. Required torque of the conveyor axle was about 206-210kgf$.$cm. And the required peripheral speed of the disk cutter was 6.54m/s or more to have a clean session in root cutting. Three different harvest method were tested. The best harvesting method with minimum pulling force and damage was disk cutting flying just above the soil surface were the cut chinese cabbages are transferring to the holding conveyor attached soft rubber lug in prompt. Theoretical speed ratio of the tractor travel and feed of a chain conveyor was 1:1.2 with the attaching angle of 30 degree and 1:1.1 with the angle of 20 degree. Actual field experiment showed the speed ratio of 1:1.5 was the best because of the slip effect.

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주행차량에 의한 궤도 동적?성의 매개변수 분석 (Parametric Analysis in Dynamic Characteristics of Railway Track due to Travelling Vehicle)

  • 김상효;이용선;조광일
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2003년도 춘계학술대회 논문집
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    • pp.337-342
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    • 2003
  • The dynamic load effects are conveyed to the railway bridges through tracks which are generated by moving trains The dynamic load effects may vary due to the dynamic characteristics of the applied vehicle loads and the railway bridges containing the track system. However, the track effects have been neglected or simplified by spring elements in the most studies since it is quite complex to consider the track systems in the dynamic analysis models of railway bridges. In this study, track system on railway bridges is modeled using a three-dimensional discrete-support model that can simulate the load carrying behavior of tracks. In addition, this program is developed with the precise 20-car model and a continuous PSC(prestressed concrete) box girder bridge, which is the main bridge type of Korea Train express(KTX). Three-dimensional elements are used for both. The dynamic response of railway bridges is found to be affected depending on whether the track model is considered or not. The influencing rate depends on the traveling speed and different wheel-axle distance. The dynamic bridge response is decreased remarkably by the track systems around the resonant frequency. Therefore, the resonance effect can be reduced by modifying the track properties in the railway bridge.

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