• 제목/요약/키워드: train dynamic performance

검색결과 176건 처리시간 0.033초

동적모델 해석에 의한 밸브기구 성능개선에 관한 연구 (A study on improving valve train performance by a dynamic model analysis)

  • 전혁수;박윤식
    • 대한기계학회논문집
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    • 제10권6호
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    • pp.837-844
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    • 1986
  • 본 논문에서는 우선 실제의 밸브기구를 잘 묘사하고, 감도해석을 적용하기 쉬 운 5자유도의 집중질량 모델을 만들었다. 그리고, 그 모델로부터 얻어지는 밸브양정 을 밸브기구의 고유값 및 고유벡터의 항으로 표시하고, 그것을 설계변수(모델에 포함 되어지는 질량, 강성계수)에 대하여 미분하여 밸브양정의 감도를 구하였다. 그리하 여, 밸브양정에 대한 설계변수들의 영향이 어느정도 되는가를 정량적으로 계산하였다.

병렬형 하이브리드 자동차의 구동장치 설계 및 해석 (Design and Analysis a Drive-train for a Parallel-type Hybrid Electric Vehicle)

  • 김동현;안성준;최재원
    • 한국정밀공학회지
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    • 제29권7호
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    • pp.770-777
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    • 2012
  • This paper deals with the design and modal characteristics analysis of a drive-train for a paralleltype hybrid electric vehicle (HEV). The function of the drive-train system (DTS) in the HEV combines or divides the torque and velocity from the internal combustion engine along with the induction motor. The system consists of a compound planetary gear and unit's electromagnetic clutch to provide the operation modes such as Engine Only (EO), Electric Vehicle (EV), and Hybrid Electric Vehicle (HEV) modes. In order to investigate the characteristics of the velocity and torque flow for the system, dynamic models of the HEV with DTS are derived from the prototype DTS. The performance of the derived dynamic models is evaluated by both computer simulations and experiments according to each mode.

Research on Transition of Road Bed of Wuhan-Guangzhou Passenger Line and Bridge

  • Kang, Bo-Soon;Jun, Yang
    • International Journal of Railway
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    • 제2권4호
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    • pp.180-186
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    • 2009
  • High speed railway challenge the design, construction and maintaining of traditional railway, many traditional design concepts have been changed. Transition of railway and bridge has two main problems. one is that different lines have different ability of resisting distortion in area of trial load, which was known that problem of smooth transition of stiffness, the other is that differential settlement between artificial structure and earth structure cause bending of railway. The two problems have effect on train moving. The principle of processing transition of railway and bridge is same in world, but it is difficult to find relationship between design standard of transition, vehicle performance, line standard, design speed and so on form documentation and data reports. Based on mechanics, the paper analyzed dynamic performance of transition of high speed railway, studied various rough elements which is effective to train moving, built mathematical model of interaction of train and transition of high speed railway and developed numerical simulation software. In various different work conditions, we did great quantity of numerical simulation, comprehensive analysis and performance analysis.

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방진체결장치에 작용하는 수직하중 평가를 통한 성능시험하중 평가 (Evaluation of the Performance Test Load through the Estimation of Vertical Loads on Vibration-Proof Fastening Systems)

  • 양신추
    • 한국철도학회논문집
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    • 제19권6호
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    • pp.777-784
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    • 2016
  • 본 연구에서는 도시철도에 사용되는 방진체결장치가 현장에서 부담하는 하중의 체계적 평가를 통하여 방진체결장치의 성능시험하중에 대한 기준이 정립되었다. 방진체결장치가 가질 수 있는 동적 강성 범위를 알아보기 위하여 국내에서 공급 가능한 3가지 유형의 방진체결장치들에 대하여 동적 시험을 수행하였다. 이들 방진체결장치에 작용하는 하중을 평가하기 위하여 동적 강성을 변화하면서 차량-궤도 상호작용해석을 수행하였다. 해석의 중요 입력요소인 궤도틀림은 측정자료를 토대로 도출된 궤도틀림 PSD(Power Spectral Density) 회귀 함수로 고려하였다. 도시철도의 다양한 운영환경을 고려하여 방진체결장치에 작용하는 하중을 평가한 후, 평가된 하중을 토대로 방진체결장치의 성능시험하중에 대한 기준을 제시하였다.

350km/h 본선 주행시험을 통한 한국형 고속열차 판토그라프의 접촉력 특성 평가 연구 (A Study on the Evaluation of Dynamic Characteristics of the Pantograph for the Korean High-Speed Train through 350km/h Trial Running Test)

  • 이희성;목진용
    • 한국철도학회논문집
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    • 제8권4호
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    • pp.342-347
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    • 2005
  • The Korean High-Speed Train(HSR 350x) had been developed by through 'G7-R&D project' in 1996-2002, and has been testing and evaluating it's reliability on the high-speed line until now. A number of core equipments designed and developed by using domestic technologies were boarded on the HSR 350x. In order to verify the performance of HSR 350x and core equipments such as traction system, brake system and pantograph, sophisticated testing and evaluating procedures should be considered and applied. In this paper, the tested and analysed results about the dynamic characteristics of HSR 350x pantograph are introduced in a view point of the mean contact force and it's variation trend, criterion of current collection, and up-lifting of contact wire when the MSR 350x running up to 350 km/h. Through the test and evaluation, we verified that HSR 350x pantograph had an excellent current collection performance and good dynamic characteristics as it had been designed.

한국형 틸팅열차의 임계속도에 관한 연구 (A study on the Critical speed of Korean Tilting Train)

  • 김남포;김정석;박태원
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 춘계학술대회 논문집
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    • pp.162-168
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    • 2007
  • The critical speed above which the vehicle become unstable should be fundamentally verified in the development of new train. In case of high speed tilting train, which require both higher critical speed and higher curving speed, the critical speed should be more carefully treated because the both requirements are conflicting each other in the conventional train design. This research has been performed to estimate the linear and non-linear critical speed of 200km/h Korean Tilting Train which has been developing. The newly developed self-steering mechanism was attached to the tilting train to secure critical speed under the lower yaw stiffness which was inevitable to secure higher curving performance. The simulation to predict critical speed was done by commercial vehicle dynamic S/W. Full scale roller rig test was carried out for the validation of numerical results and effectiveness of self-steering mechanism.

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모사반복 열차하중 재하시 토목섬유 콘테이너의 동적 성능 (Dynamic Performance of Geotextile Container under the Simulated Cyclic Train Loading)

  • 황선근;고태훈;박성현;최찬용
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2003년도 추계학술대회 논문집(II)
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    • pp.92-97
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    • 2003
  • Roadbed failure due to the rainfall may bring out social and economic demage such as the loss of life and property, the consumption of time and cost for recovery, and the delay of logistics in railway. In this study, the method using Geotextile Container was applied to rehabilitation of the railway roadbed which was failed by rainfall. The real scale tests with the simulated train loading were performed in order to evaluate the dynamic performance at the railway roadbed using Geotextile Container. The results of these tests were compared with unreinforced and reinforced cases with Geotextile Container, respectively. The data gathered by various measurement devices from these real scale tests would be useful to evaluate and understand the roadbed with Geotextile Container. Furthermore, the results of this study would be useful to ensure the workability and to save much time for restoration and to be widely applied to practical use.

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도시철도 simple catenary 가선구조에서의 집전성능 향상방안에 관한 연구 (Study on the Current Collection Characteristics and Improvement Methods of Simple Catenary Systems)

  • 박용철;창상훈;송중호
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2004년도 추계학술대회 논문집
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    • pp.1360-1365
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    • 2004
  • The decisive criteria to determine collection performance is the contact force between pantograph and catenary. The contact force consists of a static force and dynamic force related to vibration characteristics, train speed and etc. The low contact force leads to the loss of contact, and most countries regulate it below $3\∼5\%$ at operation speed. This study presents a technical overview of criteria for collection performance and modelling and simulation methods to analyze dynamic characteristics of catenary.

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철도교량 주행하중 재현 시험 검증 (Verification Study of Moving Load Simulation Test in Railroad Bridge)

  • 김현민;김성일;김태훈
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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    • pp.1562-1568
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    • 2011
  • This paper is intended as an verification of moving load simulation techniques. The concern with dynamic problem of railway bridge caused by the moving train loads has been growing. Over the past few years, several studies have been made on dynamic stability of railway bridge analytically. But very few attempts have been made at experimental research. From the dynamic stability view point, the moving train loads simulation test is revolutionary idea. It can be replace restrictive filed test with new laboratory test. This study investigates minimum specifications of hardware and basic parameters. it is used 12m girder and high performance actuator for experimental verification.

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한국형 고속전철의 주행시험을 통한 진동 모드 분석 연구 (A Study on the Vehicle Vibration Mode through the On-line Test for Korean High Speed Train)

  • 박찬경;김영국;김석원;김기환
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2003년도 추계학술대회 논문집(I)
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    • pp.156-161
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    • 2003
  • Korean High Speed Train (KHST) has been tested on high speed line in JungBu site since it was developed in 2002. The data acquisition system was used to test successfully the on-line test for proving the dynamic performance of KHST. The recognition of system vibration mode for railway vehicle is essential to understand the characteristics of design for dynamic system and diagnose the dynamic problems of vehicle system during test and operation. But, up to now, there are the efforts to know the system vibration mode within limit of theoretical field only, not experimental approach with systematic method. The theoretical results are too reliable to apply to real design problem, because it is theoretically based on the homogeneous linear system although the real system have the nonlinear characteristics and vary the environmental conditions. Therefor, in this paper, it is proposed the efficient method of vibration analysis for rail vehicle system and this method apply to KHST to recognize the vibration mode characteristics of it. The results show that this method is able to make the system vibration modes for KHST clear.

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