• Title/Summary/Keyword: 차량연결부

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Two Dimensional Numerical Study in Gangway of Next Generation High Speed Train For Reduction of Aero-acoustic Noise (차세대 고속전철 차량연결부의 저소음 형상설계를 위한 차량연결부의 2차원적 수치해석 연구)

  • Kang, Hyung-Min;Kim, Cheol-Wan;Cho, Tae-Hwan;Jeon, Wan-Ho;Yun, Su-Hwan;Kwon, Hyeok-Bin;Park, Chun-Su
    • Journal of the Korean Society for Railway
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    • v.14 no.4
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    • pp.327-332
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    • 2011
  • As the preceding research for the design of gangway in the next generation high speed train, the aero-acoustic noise at the gangway is calculated. For this purpose, the shape of gangway with mud flaps is assumed as the two-dimensional cavity. Then, 5 gap sizes between mud flaps of gangway are selected and parametric study is performed according to the gap sizes. From this study, the aerodynamic features such as vortex shedding, pressure, etc. are computed. Also, the aero-acoustic properties of tonal noise and overall noise are analyzed at the 3 locations of microphone and the relation between the gap size of mud flap and the noise level is assessed. Through this study, it is shown that the noise characteristics of base and specific models are better than those of other models.

A study on simulation technic of a complex movement of the end of cars on a rail track using CATIA V5 (CATIA V5를 이용한 선로위의 철도 차량 끝단 부의 복합적인 움직임을 가시화하는 시뮬레이션 방법 연구)

  • Shin, In-Su;Yun, Gi-Seok;Lee, Ha-Hee;Ryu, Hyeon-Gyu
    • Proceedings of the KSR Conference
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    • 2010.06a
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    • pp.979-983
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    • 2010
  • In case a set of railway vehicles moves on a rail track, the end of each car in which a coupler is installed produces a complex movement depending on the displacement of a rail track, bogie and a coupler. Especially, the movement of an end of cars is hugely affected by a radius of gyration and gradient of a rail track, vertical and lateral movement of bogie, and compression of coupler. In this thesis, I present a simulation technic for easy input and change of displacement of a rail track, bogie and a coupler as well as visualization of movement of the end of cars on a rail track using CATIA V5, CAD software.

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Flaw Evaluation of Bogie connected Part for Railway Vehicle Based on Convolutional Neural Network (CNN 기반 철도차량 차체-대차 연결부의 결함 평가기법 연구)

  • Kwon, Seok-Jin;Kim, Min-Soo
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.21 no.11
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    • pp.53-60
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    • 2020
  • The bogies of railway vehicles are one of the most critical components for service. Fatigue defects in the bogie can be initiated for various reasons, such as material imperfection, welding defects, and unpredictable and excessive overloads during operation. To prevent the derailment of a railway vehicle, it is necessary to evaluate and detect the defect of a connection weldment between the car body and bogie accurately. The safety of the bogie weldment was checked using an ultrasonic test, and it is necessary to determine the occurrence of defects using a learning method. Recently, studies on deep learning have been performed to identify defects with a high recognition rate with respect to a fine and similar defect. In this paper, the databases of weldment specimens with artificial defects were constructed to detect the defect of a bogie weldment. The ultrasonic inspection using the wedge angle was performed to understand the detection ability of fatigue cracks. In addition, the convolutional neural network was applied to minimize human error during the inspection. The results showed that the defects of connection weldment between the car body and bogie could be classified with more than 99.98% accuracy using CNN, and the effectiveness can be verified in the case of an inspection.

An Analysis of Breakdown Cause at Freeway Merge Area (고속도로 합류부의 교통와해 원인 분석)

  • 김상구;박창호
    • Journal of Korean Society of Transportation
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    • v.16 no.2
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    • pp.53-65
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    • 1998
  • 합류구간에 설치된 차량검지기에서 수집된 조사자료들을 이용하여 본 연구는 교통와해 발생원인과 용량감소 문제를 분석하였다. 본 연구에서는 거시적 및 미시적인 방법을 가지고 수행하였으며 거시적인 방법으로는 연결로 교통량의 상대적 비중차이를 분석하였고 미시적으로는 본선에 진입하는 차량들의 패턴을 분석하였다. 거시적인 측면에서 합류부의 교통와해는 같은 합류교통량에 대한 연결로교통량의 비중 차이레 의해 발생된다. 즉, 연결로교통량 비중이 높아질수록 교통와해 발생확률은 증가할 것이다. 또한 미시적인 측면에서는 연결로 교통량이 같을 때 본선에 진입하는 차량군의 크기 및 발생회수, 표준편차가 높아진다고 할 수 있다. 따라서 교통와해의 주요한 원인은 연결로교통량의 영향에 기인한다고 할 수 있고 이러한 영향을 감소시키기 위하여 램프미터링과 같은 고속도로 교통통제 기법이 요구된다.

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The Effect of Single-Entry Metering and Platoon Metering on Mainstream under the Same Metering Rate with Pre-timed Metering (정주기식 동일 미터링율 제어에서 차량진입방식에 따른 효과분석)

  • Kim, Sang-Gu;Ryu, Ju-Hyeon
    • Journal of Korean Society of Transportation
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    • v.28 no.3
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    • pp.29-37
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    • 2010
  • Ramp metering control is the most representative strategy of uninterrupted flow control and management system. Ramp metering is to adjust vehicles entering an expressway in such a way that expressway mainline maintains flow stability by regulating ramp vehicles. The effect of two metering strategies, single-entry metering and platoon metering, on mainstream under the same metering rate with pre-timed metering are analyzed by micro-simulation. Platoon metering shows lower performance than single-entry metering under the same metering rate in terms of speed, density, and delay, causes earlier breakdown than single-entry metering. It indicates that the selection of metering type has critical importance as the flow of mainline is high.

Study on Entering Improvement of Acceleration Lane onto an Expressway Using a Traffic Simulation (교통시뮬레이션을 활용한 고속도로 유입연결로 가속차로 진입 개선방안에 관한 연구)

  • Roh, Hee-Chan;Kim, Nak-seok
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.42 no.3
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    • pp.409-415
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    • 2022
  • The length of the acceleration lane in the area of entrance terminals is calculated based on 13 PS/ton horsepower of a cargo truck in Korea, so it is generally overestimated compared with the capacity of most vehicles traveling on an entrance ramp. Most drivers have, therefore, an indiscreet tendency to enter the main lane in all sections of an acceleration lane, which affects the traffic flow of the main lane. Because of this tendency, measures are required to minimize the impact on traffic flow of the main lane. The operating speed, rate of entrance, and traffic volume for each vehicle were investigated at the entrance terminals of the interchanges (ICs) of Yangji IC, Suseok IC, Yongin IC, and Osan IC, and the level of improvement in traffic flow was analyzed via VISSIM simulation. From the VISSIM simulation analysis, 74.0 % of the total vehicles traveled over the specified speed from the nose point where drivers would be able to recognize the traffic condition of the main carriageway, or the point at which there is a simplification of the curve section. In addition, 88.6 % of the vehicles entered the main carriageway up to 0.8 points compared with the entire length of the acceleration lane. It was subsequently found that an improvement of average speed in the main carriageway and at the entrance ramp can be achieved from 60.1 km/h to 68.5 km/h by intentionally limiting the entrance point onto the main carriageway up to 0.265 points of the entrance ramp.

Review of Electric Vehicle to Grid System (전기자동차 전력연계시스템의 리뷰)

  • LIM, JAEWAN;LIM, OCK TAECK
    • Transactions of the Korean hydrogen and new energy society
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    • v.31 no.6
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    • pp.499-508
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    • 2020
  • Whilst vehicle-to-every (V2X) is still at a research and development phase, we are nearing the point when this technology could begin to enter in commercial mass markets. However, this transition is unlikely to happen until a number of issues have been resolved which currently hinder the developing of V2X technology and its capacity to provide value to end-users and other actors. This roadmap has set out plan for how these issues may be overcome, based on eight key goals that the automotive industry, network operators and policy makers should aim to achieve. Suggestions for near-term activities that may be carried out towards meeting these goals have also been identified.

Detailed Analysis of Vertical Connector in Modular Roadway Slab Under Temperature and Lifting Loading (온도하중과 인양하중에 영향을 받는 모듈러 도로 슬래브 수직연결부의 상세해석)

  • Kim, WooSeok;Nam, Jeonghee;Min, Geunhyeong;Kim, Kyeongjin;Lee, Jaeha
    • Journal of the Korea Concrete Institute
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    • v.28 no.5
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    • pp.509-517
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    • 2016
  • In terms of bridge construction, the concrete deck slab is weak members compared to beam members of the bridge supports. Deck slabs must be sound to support and distribute vehicle loads. If slabs are not enough to support the loads, it should be replaced. Bridge deck replacement has been an important industry over the world since the construction is simplified to shorten construction time and to save construction costs. Slab module provides a quickly, easily and reliably construction method in order to avoid high cost and minimum traffic disruption. in addition, slab module shows high reliability since they are factory products. However, slab module should be considered in the performance under various loads. In this study, structural analysis is performed to evaluate the performance of slab module under vehicle loads and temperature loads. Spiral rebar is also utilized around the vertical joints to improve the structural integrity under the lifting loads. In order to confirm the weak area of slab module for the lift condition, numerical analysis has been performed.

Two-dimensional numerical simulation of flow around a High Speed Train using EDISON_CFD (EDISON_CFD를 이용한 고속열차의 운용환경에 따른 2차원 전산유동해석)

  • ;Jo, Yeong-Hui;Jang, Gyeong-Sik
    • Proceeding of EDISON Challenge
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    • 2013.04a
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    • pp.371-376
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    • 2013
  • 고속열차의 운행속도가 증가함에 따라 이전보다 공기역학적인 요소들의 중요성이 커지고 있다. 열차와 터널의 형상설계뿐만 아니라 주변 환경을 위해 고속 주행하는 열차 주변의 유동장을 이해할 필요성이 있다. 본 연구에서는 고속 주행으로 인해 열차 주변에 발생하는 열차풍을 분석하여 선로 주변에 작용하는 풍하중을 계산하였고, 터널 주행 시 발생하는 압력변동과 객차 연결부의 비정상 열린 공동 유동을 살펴보았다. 그 결과 2차원 해석의 정량적 한계점이 나타났지만, 정성적인 경향은 선행연구와 잘 일치함을 확인할 수 있었다. 따라서 고속열차 주변의 공기역학적 특성의 이해와 열차 및 터널의 형상 변화에 따른 상대적인 비교를 위해서는 EDISON_CFD를 이용한 2차원 해석이 유용함을 볼 수 있었다.

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A Study on the Length of Deceleration Lane at Freeway Diverging Areas (고속도로 분기부에서의 감속차로 길이에 관한 연구)

  • Kim, Dong Nyong
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.2D
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    • pp.227-234
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    • 2009
  • At present, the length of deceleration lane at freeway diverging areas are designed based on the design speed of main lines and ramps. This is possible on assumption that diverging vehicles decelerate at deceleration section after moving to shoulder lane in advance. But with high diverging volume, several vehicles will try to change to exit lane at the same time. This will cause the distribution of main lane flows or some vehicles may encounter short deceleration length because they miss the proper time to change the lane. The purpose of this study is to establish a design guideline of the length of deceleration section considering the volume of diverging traffic. Also, the results of analysis by the FRESIM simulation model shows that some improvements in respect of delays, speeds and speed deviations of mainline and deceleration lane.