• Title/Summary/Keyword: 주행 열차

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Analysis of Harmonic Correlation of HSR350X (한국형고속열차의 주행상태와 고조파 상관관계 분석)

  • Im, Yong-Chan;Lee, Tae-Hyung;Park, Choon-Soo;Kim, Ki-Hwan;Sin, Myung-Chul
    • Proceedings of the KIEE Conference
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    • 2008.04c
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    • pp.181-183
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    • 2008
  • 전기철도차량에서 발생되는 고조파전류는 각종 문제를 야기시킨다. 예를 들어 고조파전류의 발생은 인접통신선에의 유도장해를 일으키고 철도신호장애의 원인이 될 뿐만 아니라, 전원계통에 유입되는 경우에는 보호계전의 오작동을 일으키는 경우도 있다. 이에 고조파전류 발생을 줄이거나 차단하기 위하여 많은 연구가 진행되고 있다. 본 논문에서는 전기철도차량의 주행상태에 따라 차량에서 측정된 전압, 전류 값을 분석하여 고조파의 발생이 어떠한 관계가 있는지 분석하여 보았다.

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Experimental and Analytical Study on Fatigue Strength Evaluation for the Bogie Frame of Tilting Railway Vehicles (틸팅열차용 주행장치 프레임에 대한 피로강도평가를 위한 해석 및 시험적 연구)

  • Kim Jung-Seok;Kim Nam-Po;Ko Tae-Whan
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.30 no.1 s.244
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    • pp.97-104
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    • 2006
  • This paper has investigated the strength of the bogie frame for the Korean tilting train that is being developed in KRRI. In this study, the loading conditions imposed on the bogie frame of tilting train were derived and the static and fatigue strength of the bogie frame has been evaluated. In order to achieve these goals, finite element analysis has been performed and the stress concentration areas were investigated. Based on the analytical results, the static load tests were conducted under the nontilting load conditions and the tilting load conditions. The test results were used to evaluate the fatigue strength of the bogie frame by Goodman diagram.

Experimental Study on the Bogie Frame of Tilting Railway Vehicle for Assessment of Structural Safety (한국형 틸팅열차용 주행장치 프레임의 구조적 안전성 평가에 관한 시험적 연구)

  • Kim, Jung-Seok;Kim, Nam-Po;Seo, Sung-Il
    • Journal of the Korean Society for Precision Engineering
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    • v.23 no.1 s.178
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    • pp.166-173
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    • 2006
  • This paper investigated strength of a bogie frame for Korean tilting train that is being developed in KRRI. In this study, static load tests based on Japanese Industrial Standard (JIS) were performed. In order to simulate vertical and lateral components generated by tilting link mechanism, four hydraulic actuators were used. The eight load cases such as vertical, lateral, traction, braking and driving gear loads were applied for evaluation of the strength of bogie frame. The stresses measured at the stress concentration points were assessed using Goodman diagram. From the experimental results, structural safety of the bogie frame could be ensured.

Development and Verification of the Analysis Program for Traction/Braking/Coasting Performance (견인/제동/타행 성능 해석 프로그램 개발 및 검증)

  • Kim, Young-Guk;Kim, Seog-Won;Mok, Jin-Yong;Kim, Ki-Hwan;Kim, Young-Mo;Park, Tae-Won
    • Journal of the Korean Society for Railway
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    • v.10 no.2 s.39
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    • pp.153-160
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    • 2007
  • To start or stop the train safely within the limited traveling distance, it is necessary to guarantee the proper traction or braking force. Presently, most trains are run by the electrical power and have adopted a combined electrical and mechanical(friction) braking system. In order to design a good traction or a brake system, it is essential for designers to predict the traction or brake performance. In this paper, the traction/coasting/braking performances analysis program has been developed and verified by comparing the simulation results with on-line test results of the Korean high speed train(HSR-350); Both results match very well. Consequently, the designers can predict the traction/coasting/braking performances of trains by using the proposed program under various operating conditions.

Safety Evaluation of Bogie Frame for Tilting Railway Vehicles by Fatigue and Nondestructive Tests (피로시험 및 비파괴 검사를 통한 틸팅열차용 주행장치 프레임의 안전성 평가)

  • Kim Jung-Seok;Kim Nam-Po
    • Journal of the Korean Society for Railway
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    • v.8 no.5
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    • pp.419-424
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    • 2005
  • This paper has performed fatigue and nondestructive test of bogie frame for Korean tilting train. Before the fatigue test, static tests were carried out. From the test, the structural safety was investigated using Goodman diagram. After the static test, the fatigue test were conducted under tilting load conditions. The fatigue test was conducted for $10{\times}10^6$ cycles. During the fatigue test, the nondestructive tests using magnetic particle and liquid penetrant were performed at $6{\times}10^6$ cycle and $10{\times}10^6$cycle. From the crack detection tests, it was known that there was no fatigue crack in the bogie frame.

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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Efficient Driving Pattern of the Railway Vehicles for Driving Energy Saving (주행에너지 절약을 위한 철도차량의 효율적 열차주행 패턴)

  • Kim, Jung-Hyun;Shin, Han-Chul;Choi, Yung-Ho;Han, Soo-Hee;Kim, Lark-Kyo
    • The Transactions of The Korean Institute of Electrical Engineers
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    • v.61 no.9
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    • pp.1368-1373
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    • 2012
  • In this paper, we propose an efficient driving pattern which consumes less energy for driving from one station to next. Three driving patterns for four sections in the No. 5 subway line of Seoul Metropolitan Rapid Transit Corp. are compared for the energy consumption, the maximum speed, and the powering time. It turns out that the powering time and the maximum speed should be decreased as much as possible in order to achieve the efficient driving.

A study on the parameters to enhance derailment safety (탈선 안전성능 향상을 위한 매개변수에 관한 연구)

  • Hwang, Jeong-Taek;Lee, Hi-Sung
    • Journal of the Korean Society for Railway
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    • v.10 no.5
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    • pp.626-631
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    • 2007
  • Technical requirements associated with derailment to ensure running safety of train are discussed. By using estimated derailment coefficient ratio, interaction of various parameters such as operation velocity, curve radius, cant, track irregularity, suspension stiffness and static wheel load ratio are analyzed to enhance derailment safety. Sensitivity analysis in terms of pattern and passage speed of curve is performed by using rolling stock and track conditions associated with SMRT Line No. 5.

Estimation of installation spacing by analyzing the lateral behavior of the safety fence fixed to rail bottom (레일저부고정형 안전펜스의 횡 방향 거동 분석을 통한 설치간격 산정)

  • Park, Seonghyeon;Sung, Deokyong;Lee, Changho;Jung, Hyuksang;Youg, Seungkyong
    • Journal of The Korean Society For Urban Railway
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    • v.6 no.4
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    • pp.249-257
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    • 2018
  • The number of deaths for railway traffic accidents is mainly caused by working close to the track, or when unauthorized passage pass through the track. The safety fences are being used to ensure safety for workers close to the track, and to improve the efficiency of the work, without interfering with the passage of trains. However, a safety fence for railway tracks needs to be examined to see if it will interfere with the passage of trains. The purpose of this study is to analyze the safe distance between train and safety fence developed in Korea. In addition, the lateral load condition of wind pressure by trains is estimated and numerical analysis is carried out according to the installation intervals of railway safety fences. It has been confirmed that the proper spacing between the train and the railway safety fence should be at least 200 mm from the vehicle limit, and that the proper spacing of railway safety fence must be calculated in consideration of the wind pressure by trains.

Handover Delay Stability Method for Train Control on LTE Railway System (LTE-R 시스템에서 열차제어를 위한 핸드오버 지연 안정화 방안)

  • Oh, Sang-Chul;Yoon, Byung-Sik;Lee, Sook-Jin;Choi, Min-Suk;Kim, Dong-Joon;Sung, Dong-il
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.24 no.12
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    • pp.1646-1653
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    • 2020
  • In case that the train driving with diverse high-speeds is manipulates by real-time remote control in long-term evolution-railway (LTE-R) system with frequent handovers, the real-time safe transmission of train control messages is important element. The handover delay time stability method regardless of train speed in order to enhance the real-time remote train control stability in LTE-R system is proposed in the paper. Furthermore, the variable speeds and altitudes of train collected by real measurements are applied for upgrading simulation accuracy. The simulation results inform that not only there are stable and unstable ranges to A3 offset values, but the optimal offset value for average handover delay is in unstable range. However, the late handover with A3 offset values in stable range should be chosen to get the predictable handover delay regardless of train speed rather than the early handover with A3 offset values in unstable range, since the key value of high-speed Korea railway system is the stability.