• Title/Summary/Keyword: 분산형 고속열차

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A Study on Tail Vibration Reduction for the Next Generation High Speed EMU (차세대 분산형 고속열차의 후미진동 저감에 관한 연구)

  • Jeon, Chang-Sung;Kim, Young-Guk;Kim, Seok-Won;Kim, Sang-Soo;Choi, Sung-Hoon;Park, Tae-Won
    • Journal of the Korean Society for Railway
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    • v.15 no.6
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    • pp.543-549
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    • 2012
  • This study describes the tail vibration reduction for the next generation high speed EMU(HEMU-430X). The model of 6 cars was generated and the calculation was performed using VAMPIRE(railway vehicle dynamic software). In view of ride characteristics, HEMU-430X was expected to sway at the tail because of the yaw damper direction. The lateral acceleration of vehicle body exceeded the criteria because of hunting. To reduce this hunting motion, some methods such as wheel profile change, the change of damping coefficient for the 2nd lateral damper, the damping coefficient change of yaw damper were tested, but had little effect. Finally, the yaw damper direction was changed and the tail vibration disappeared. In real running test, the tail vibration appeared at the speed of 150km/h and the yaw damper direction change made the vehicle stable at the speed of 300km/h. The maximum test speed of HEMU-430X is 430km/h. If the tail vibration appears at higher speed, some other methods in this study may be considered to reduce it.

The Analysis of Acceleration Performance Resulted by Weight Variation for HEMU-430X high-speed train the Korea's next-generation electric multiple unit train (차세대 동력분산형 고속열차(HEMU-430X)의 중량변화에 따른 가속능력 분석)

  • Choi, Dooho;Cho, Hong-Shik
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.16 no.6
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    • pp.3731-3735
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    • 2015
  • This study reports the relationship between rollingstock weight and acceleration performance for HEMU-430X, the first electric multiple unit developed in Korea. While maintaining the consumed power, the total train weight was deliberately varied by 2%, by adding and removing weights, and the it was shown that the lighter train was found to have higher acceleration performance and hence better suited for maximum speed tests below the speed of 413km/h. According to the power consumption analysis based on the velocity data collected per 0.1 second, the balanced speed, when the traction force and air resistance become equal, was determined to be 419km/h for HEMU-430X, which is in agreement with tested result. It is expected that the analyses in this study will be utilized for the speed tests in the future.

Discussion for Ride Evaluation of High Speed Train by Using Inferential Statistics (추리통계학을 이용한 고속철도 승차감 평가에 대한 고찰)

  • Hwang, Hee-Soo;Kim, Seog-Won;Park, Chan-Kyeong;Mok, Jin-Yong;Kim, Ki-Hwan;Kim, Young-Guk
    • Journal of the Korean Society for Railway
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    • v.11 no.6
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    • pp.543-549
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    • 2008
  • The ride comfort is more important according to train speedup. Generally it is defined as the vehicle vibration. There are many studies on evaluation method of ride comfort for railway. But the ride comfort for Korean high speed train (HSR 350x) has been assessed by statistical method according to UIC 5l3R. In this paper, the ride indices, which were measured in the Korean high speed train. have been analyzed and reviewed by using the inferential statistics such as t-test, variance analysis (ANOVA) and regression analysis.

Study of the Behavior of Concrete Slab Track on Earthwork According to the Variation of Train Axle Load and Speed (열차하중, 속도변화에 따른 토공상 콘크리트 슬래브궤도의 거동특성연구)

  • Chun, Hee-Kwang;Kang, Yun-Suk;Park, Yong-Gul
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.16 no.10
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    • pp.6788-6798
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    • 2015
  • In recent high speed rail way, the operating speed of train is enhanced and the introduction of EMU train vehicles is increased. In addition, as expected the demand of the concrete slab track and the trend of design cross-section reduction, the clear behavior of evaluation of internal slab layer is demanded about the variation of design load and speed. The purpose of this study is to evaluate and identify the mechanical behavior pattern of concrete slab track and track-road bed with the variation of axle load and train speed. To this end, the behavior of TCL and HSB was evaluated in according to the variation of axle load and speed. And the analysis results and the data measured TCL strain sensor, which was embedded in TCL slab under installation on Honam high speed railway, was analyzed. The analysis result shows that the strain are increasing in according to the speed-up of train, and line regression was obtained from measured data. Analysis data of the state of bonding condition of slab layer and measured data was analyzed. It is conducted that the TCL layer stress of HEMU 430X, which of axle load, is lighter was similar to the stress of KTX-Honam, the standard deviation of measured stress is dramatically increased.

A Study on the Establishment of Disc Braking Force Pattern to reduce the Wear Mass of Pad (패드 마모량 감소를 위한 디스크 제동력 패턴 설정에 관한 연구)

  • Kim, Seog-Won;Kim, Young-Guk;Kim, Ki-Hwan
    • Proceedings of the KSR Conference
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    • 2007.05a
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    • pp.786-791
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    • 2007
  • Korean high speed train(HSR-350x) has adopted a combined electrical and mechanical(friction) braking system. Brake blending control unit(BBCU) controls each brake system to fulfill the required brake performances such as braking distance, deceleration and jerk. Also the braking system should be designed considering the economical management, such as effective use of generated braking energy and the minimum wear of friction materials(a pad and a brake shoe). In this paper, we establish the disc braking force pattern that reduces the wear of pad in the disc braking system by minimizing the variance of the instantaneous disk baking energy during braking time, and compare the wear mass of pad between the conventional disc braking force pattern and the established results.

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Wave Propagation on a High-speed Railway Embankment Using a Pile-slab Structure (파일슬래브구조가 적용된 고속철도 토공노반에서의 진동 전파)

  • Lee, Il Wha;Lee, Sung Jin;Lee, Su Hyung;Lee, Kang Myung
    • Journal of the Korean Society for Railway
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    • v.16 no.4
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    • pp.278-285
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    • 2013
  • The suppression of residual settlement is required on earthwork sections as concrete track is introduced. Use of pile-slab structure is one of the settlement restraining methods applied on soft ground. The slab distributes the upper embankment load and piles transfer the load from the slab to the stiff ground. While this method is very effective in terms of load transfer, it has not yet been established for dealing with the vibration transfer effects and interaction characteristics between a structure and the ground. It is possible that vibration caused by a moving train load is propagated in the upper embankment, because the slab acts as a reflection layer and waves are multi-reflected. In this present paper, wave propagation generated by a moving train load is evaluated in the time and frequency domains to consider a roadbed structure using an artificial impact load and field measured train load. The results confirmed the wave reflection effect on the pile-slab structure, if the embankment height is sufficient, vibration propagation can be stably restrained, whereas if the height is not sufficient, the vibration amplitude is increased.

New Database Table Design Program of Real Time Network for High Speed Train (한국형 고속 전철의 실시간 네트워크를 위한 새로운 데이터 테이블 설계 프로그램)

  • Cho, Chang-Hee;Park, Min-Kook;Kwon, Soon-Man;Kim, Yong-Ju;Kim, Sung-Shin
    • Proceedings of the KIEE Conference
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    • 2003.07b
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    • pp.1338-1340
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    • 2003
  • 현재의 공장 자동화, 국방, 항공, 철도, 금융 등을 포함하는 실시간 시스템은 여러 개의 컴퓨터가 다수의 장소에서 서로의 데이터 교환을 통한 협동 작업으로 여러 가지 기능 및 업무를 수행한다. 이는 마치 멀티프로세서를 가진 컴퓨터같이 생각할 수 있으며 이와같은 시스템에 있어서 업무 수행의 효율은 각 프로세서의 계산 능력에 비례함과 동시에 각 노드간의 데이터 전송 능력에 비례한다고 할 수 있다. 이와 같은 실시간 시스템이 올바르게 동작하기 위해서는 한정된 시간 내에 일정한 양의 데이터의 전달을 확정적으로 보장해 줄 수 있는 네트워크를 필요로 하는데 이를 실시간 네트워크(Real time network)라고 한다. 현대의 분산제어 시스템에 있어서 확정적인 시간 내의 데이터 전달은 전체 제어 시스템의 응동 특성에 중요한 요인이 된다. 본 논문은 한국형 고속 전철의 시제차(Prototype train)에 적용된 국제 표준 실시간 네트워크인 열차 통신 네트워크(Train Communication Network)에 관련한 내용이다. 실시간 네트워크는 실시간성을 보장하기 위해서 상호 교환될 데이터가 필요에 따라(온라인 상에서) 변경되는 것이 아니라 오프라인 디자인의 결과로 미리 결정되어진다. 즉 통신장치 사이에 전달되는 네트워크 데이터는 미리 설계된 네트워크 테이블을 기초로 정해진 시간에, 정해진 데이터가, 정해진 방식으로 전달되어 진다. 본 논문에서는 실시간 네트워크의 오프라인 설계를 하기 위한 도구로서 개발되어진 네트워크 데이터 테이블 작성 프로그램에 대해서 설명한다.

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A Study on the Techniques to Evaluate Carbody Accelerations after a Train Collision (충돌 후 열차의 차체 가속도 평가 기법 연구)

  • Kim, Joon-Woo;Koo, Jeong-Seo
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.20 no.5
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    • pp.477-485
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    • 2010
  • In this study, we suggested several approaches to evaluate the collision acceleration of a carbody under the article 16 of the Korean rolling stock safety regulations. There are various methods to evaluate the rigid body accelerations such as the displacement comparison method by double integration of filtered acceleration data, the velocity comparison method by direct integration of filtered acceleration data, and the analysis method of a velocity-time curve. We compared these methods one another using the 1D dynamic simulation model of Korean high-speed EMU composed of nonlinear springs or bars, dampers, and masses. From the simulation results, the velocity-time curve analysis method and the displacement comparison method are recommended to filter high frequency oscillations and evaluate the maximum and average accelerations of a carbody after a train collision.

Prediction of Optimal Catenary Tension by Dynamic Characteristic Measurement and Dynamic Analysis of Pantograph in High-Speed Train (고속열차 팬터그래프 동특성 측정 및 동역학 해석을 통한 최적 전차선 장력 예측)

  • Oh, Hyuck Keun;Yoo, Geun-Jun;Park, Tae-Won
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.11
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    • pp.350-356
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    • 2018
  • The contact force, which is the dynamic interaction between the pantograph and the catenary, is an important indicator for evaluating the current collecting quality, which is a stable power supply characteristic to the vehicle. In this study, dynamic contact force characteristics of pantograph of HEMU-430X vehicle, which is a power-distributed high-speed train test vehicle, were analyzed according to the catenary tension and compared with the analytical results using the pantograph-catenary interaction model. As a result of comparing the test results with the analytical results, it was confirmed that the average contact force and the standard deviation of the contact force, which are the main dynamic contact force characteristics, coincide relatively well. Using the analytical model, the relationship between the catenary tension and the contact force is presented according to the vehicle speed, and the optimal catenary tension for each operation speed is presented and compared with the international standard. As a result, it was found that the results obtained from the analysis are comparable to those recommended by international standards.

Collision Analysis of the Next Generation High-speed EMU Using 3D/1D Hybrid FE Model (3D/1D 하이브리드 유한요소 모델을 이용한 동력 분산형 차세대 고속열차 전체차량의 충돌 해석)

  • Kim, Geo-Young;Koo, Jeong-Seo
    • Transactions of the Korean Society of Automotive Engineers
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    • v.20 no.3
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    • pp.67-76
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    • 2012
  • In this paper, collision analysis of the full rake for the Next Generation High-speed EMU is conducted using a 3D/1D hybrid model, which combines 3-dimensional (3D) front-end structure of finite element model and 1-dimensional (1D) multi-body dynamics model in order to analyze train collision with a standard 3D deformable obstacle. The crush forces, passengers' accelerations and energy absorptions of a full rake train can be easily obtained through a simulation of a 1D dynamics model composed of nonlinear springs, dampers and masses. Also the obtained simulation results are very similar to those of a 3D model if an overriding behavior does not occur during collision. The standard obstacle in TSI regulation has been changed from a rigid body to a deformable body, and therefore 3D collision simulations should be conducted because their simulation results depends on the front-end structure of a train. According to the obstacle collision analysis of this study, the obstacle collides with the driver's upper structure after overriding over the front-end module. The 3D/1D hybrid model is effective to evaluate a main energy-absorbing module that is frequently changed during design process and reduce the need time of the modeling and analysis when compared to a 3D full car body.