• 제목/요약/키워드: Train velocity

검색결과 329건 처리시간 0.021초

상대식 승강장에서 열차 운행에 의한 지하철 승강장 스크린 도어 풍압해석 (WIND PRESSURE TRANSIENTS ON PLATFORM SCREEN DOOR OF SIDE PLATFORMS IN A SUBWAY STAT10N CAUSED BY PASSING TRAINS)

  • 이명성;이상혁;허남건
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2007년도 춘계 학술대회논문집
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    • pp.64-67
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    • 2007
  • In the present study, the wind pressure transients on platform screen door in side platforms caused by passing trains have been investigated numerically. The transient compressible 3-D full Navier-Stokes solution is obtained with actual operational condition of subway train and the moving mesh technique is adopted considering the train movement. To achieve more accurate analysis, the entrance and exit tunnel of platform are included in a computational domain and detailed shape of train is also modeled Numerical analyses were conducted on five operational condition which are different velocity variation of subway train, existence of stationary train and passing each other trains. The results show that pressure load on platform screen door is maximized when the two trains are passing each other. It is also seen from the computational results that the maximum pressure variation was found to be satisfactory to various foreign standards.

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틸팅열차용 판도그라프의 틸팅 기구장치 및 가이드 트랙 형상 설계 연구 (The Study for Design of Tilting Mechanism and Guide Track of Pantograph for Tilting Train)

  • 김남포;한성호;고태환
    • 한국철도학회논문집
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    • 제8권6호
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    • pp.500-506
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    • 2005
  • The development of tilting train has been required for speed-up on the conventional electric railroad due to the characteristic of Korean railroad with a lot of curve track. The study and development of a tilting system and a tilting bogie which have a different mechanism with high speed train will play a important role for enhancement of technology for Korean railway. The study for tilting pantograph mechanism to decrease the displacement between a catenary and a center of pantograph happened when the carbody is tilted in order to maintain the ride comfort and stability m a curving track is proceeding with the development of tilting train. In this paper, we introduce the design concept for the tilting mechanism of pantograph and the role and characteristics for several devices adopted in the tilting mechanism of pantograph. Through the kinematic analysis of tilting mechanism, we will obtain and calculate the optimal tilting angular velocity and acceleration in order to keep the contact behavior of a pantograph and a catenary according to tilting of a carbody.

틸팅열차 상용화대비 기존선 곡선구간 개량방안 검토 (Investigation of Improvement Scheme for the Curve Sections on the Conventional Line Prepared for the Tilting Train Service)

  • 안광열;이창훈;유근수;김종태
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 추계학술대회 논문집
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    • pp.897-904
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    • 2008
  • The major objective of this study is to investigate the effective improvement plan for the curve sections in the conventional lines which the tilting train runs on. In order to the speed-up of conventional lines that have many curve lines, there needs a improvement construction of substructure such as the straight or double track work and so on. But in this case, it needs to have a plenty of the cost and the period. Therefore, the tilting train which provides the high-speed service effectively in curve tracks and is operating at abroad, was been studying to be suited to natural features. So, in this paper we investigate the improvement method at the sections only where need the extension of the transition curves, and the present status of them for the effective tiling train service using results which were examined on the preceding study which was the development of track system innovation technology for speed-up of them. And we look forward to playing a decisive role as reference material for the decision of the linear fitness in order to operate effectively on the conventional lines for the commercial service of the tilting train, on the basis of checking out the sufficient condition concerned in the track alignment and the velocity which are required in the railway construction rules and the design criteria.

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Numerical investigation of the influence of structures in bogie area on the wake of a high-speed train

  • Wang, Dongwei;Chen, Chunjun;He, Zhiying
    • Wind and Structures
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    • 제34권5호
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    • pp.451-467
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    • 2022
  • The flow around a high-speed train with three underbody structures in the bogie area is numerically investigated using the improved delayed detached eddy simulation method. The vortex structure, pressure distribution, flow field structure, and unsteady velocity of the wake are analyzed by vortex identification criteria Q, frequency spectral analysis, empirical mode decomposition (EMD), and Hilbert spectral analysis. The results show that the structures of the bogie and its installation cabin reduce the momentum of fluid near the tail car, thus it is easy to induce flow separation and make the fluid no longer adhere to the side surface of the train, then forming vortices. Under the action of the vortices on the side of the tail car, the wake vortices have a trend of spanwise motion. But the deflector structure can prevent the separation on the side of the tail car. Besides, the bogie fairings do not affect the formation process and mechanism of the wake vortices, but the fairings prevent the low-speed fluid in the bogie installation cabin from flowing to the side of the train and reduce the number of the vortices in the wake region.

틸팅차량 하중에 의한 레일 이음매 하부 노반침하에 대한 수치 해석적 분석 (Numerical Analysis of the Roadbed Settlement beneath Rail Joint Induced by Tilting-Train Loading)

  • 전상수;엄기영;김재민;정두회;한성대
    • 한국방재학회 논문집
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    • 제6권4호통권23호
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    • pp.7-14
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    • 2006
  • 기존선에 투입되는 틸팅차량은 기존 차량과는 다른 운행 메커니즘을 가지고 있으므로 안정성을 확보하기 위해서는 궤도부담력 및 주행안정성 검토와 노반의 안정성 검토가 필요하다. 본 연구에서는 레일 이음매 궤도에 대하여 틸팅차량이 궤도부담력과 주행안정성 검토에서 산정된 허용속도로 운행될 경우 발생하는 노반의 침하량을 수치해석을 통해 검토하였다. 틸팅차량 하중에 의해 발생되는 노반의 침하량과 허용침하량을 비교하여 노반의 안정성을 검토하였으며, 허용침하량과 틸팅차량 하중에 의해 발생하는 침하량의 비를 안전율이라 정의하여 안전율을 검토하였다.

PSD 설치에 따른 지하철 내부 유동장 계산 (Simulation of Fluid Flow Inside the Subway Station with PSD)

  • 정해권;하만영;김경천;전충환;최호진;주재천;문정만;황성기
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2004년도 추계학술대회
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    • pp.1430-1435
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    • 2004
  • According to the development of the economy and to the improvement in life quality, it is increased for the desire for the comfortable circumstance in the underground subway station. And recently, an accident, fire, suicide and so on have been risen. An advanced countries have introduced PSD, and they satisfies with the effect of PSD. The optimum design standard to set up PSD have to satisfy the by train wind beyond the maximum static pressure. This paper includes the maximum static pressure what can be applied to the PSD installation design.

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틸팅차량 전기장치 측정시스템 개발 (A Study on Measurement System Development for Electric Equipments of Tilting Train Express)

  • 한영재;김석원;김상수;김영국;구훈모
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2006년도 추계학술대회 논문집 전기기기 및 에너지변환시스템부문
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    • pp.250-252
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    • 2006
  • In this paper, we studied for the measurement system for on-line testing and evaluation of tilting train express(TTX). The measurement system is installed in each train for the performance measurement during the test run. It is composed of software part, hardware part and can measure various signals such as velocity, voltage, temperature. The software controls the hardware of the measurement system, performs the analysis and calculation of measurement data and acts as interface between users and the system hardware. The hardware is consisted of 7 DAMs(Data Acquisition Modules) and 6 monitoring modules.

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건설차량 주행용 동력 전달계의 실시간 시뮬레이터에 관한 연구 (A Study on Real Simulator of Running Power Train for Construction Vehicle)

  • 이일영;김진원;윤소남;양경욱
    • 한국자동차공학회논문집
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    • 제4권2호
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    • pp.90-105
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    • 1996
  • A real tine simulator of running power train for a construction vehicle was developed. The simulator mainly consists of following two parts; (1) running power train part and (2) running load generation part. An optimal servo control algorithm was adopted for designing the multi-variable digital control system of the simulator. By experiments investigating response characteristics under step-wise variation or pre-determined scenario of target vehicle velocity and target load torque, it was verified that the simulator could reproduce physical situations at and actual vehicle with excellent similarity.

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틸팅판토그라프의 틸팅 메커니즘 및 가이드 트랙형상 설계에 관한 연구 (The Study for Design of Tilting Mechanism and Guide Track of Tilting Pantograph)

  • 고태환;김남포;한성호
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2004년도 춘계학술대회 논문집
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    • pp.798-803
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    • 2004
  • The development of tilting train is required for speedup on the conventional electric railroad due to the characteristic of Korean railroad with a lot of curve track. The study and development of a tilting system and a tilting bogie which have a different mechanism with high speed train will playa important role for enhancement of technology for Korean railway. The study for tilting pantograph mechanism to decrease the displacement between a catenary and a center of pantograph happened when the carbody is tilted in order to maintain the ride comfort and stability on a curving track is proceeding with the development of tilting train. In this paper. we introduce the design concept for the tilting mechanism of a tilting pantograph and the role and characteristics for several devices adopted in the tilting pantograph mechanism. Through the kinematic analysis of tilting mechanism. we will obtain and calculate the optimal tilting angular velocity and acceleration in order to keep the contact behavior of a pantograph and a catenary according to tilting of a carbody.

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틸팅차량과 용접형 판형교의 동적 상호작용에 관한 해석적 고찰 (An Analytical Review of the Dynamic Interactions between Tilting Train and Welded Plate Girder Bridges)

  • 이희업;엄주환;구수환;고동춘
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2003년도 추계학술대회 논문집(II)
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    • pp.596-601
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    • 2003
  • After the development of practical technology for tilting system, tilting trains are operated on conventional lines of KORAIL. As the running speed of trains is increased, it is very important to investigate the dynamic characteristics of plate girder bridges with direct track fixation. Therefore, this paper reviews the dynamic interactions between tilting train and welded plate girder bridges designed by L-22, a standard load type of KORAIL. The span lengths of plate girder analyzed here are 6.6m, 9.7m, 12.9m, 16.0m, 19.2m, 22.3m, 25.4m and 31.1m. Using 2-D dynamic analysis, the critical velocity of tilting train, vertical deflection ratios of plate girder and maximum accelerations of car body are calculated. And the analytical results are compared with those of design criteria.

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