• Title/Summary/Keyword: 틸팅

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An Experimental Study on the Hybrid Composite Carbody Structure (하이브리드 복합재 철도차량 차체에 대한 시험적 연구)

  • Kim Jung-Seok;Jeong Jong-Cheol;Lee Sang-Jin
    • Composites Research
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    • v.18 no.6
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    • pp.19-25
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    • 2005
  • This paper has performed an experimental study on the hybrid composite carbody of Korean tilting railway vehicle. The hybrid composite carbody has the length of 23m and is comprised of a 40mm-thick aluminium honeycomb core and 2mm-thick woven fabric carbon/epoxy face sheet. In order to evaluate the structural behavior and safety of the hybrid composite carbody, the static load tests such as vertical load, end compressive load, torsional load and 3-point support load tests have been conducted. The test was performed under Japanese Industrial Standard (JIS) 17105 standard. from the tests, the maximum deflection was 12.3mm and the equivalent bending stiffness of the carbody was $0.81\times10^{14}\;kgf{\cdot}mm^2$. The maximum strain of the composite body was below $20\%$ of failure strain of the carbon/epoxy face sheet.

Sound Insulation Performance of Honeycomb Composite Panel for a Tilting Train (틸팅 열차용 허니콤 복합 적층재의 차음성능)

  • Kim, Seock-Hyun;Seo, Tae-Gun
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.34 no.12
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    • pp.1931-1936
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    • 2010
  • In Korean tilting trains, honeycomb composite panels are used for high speed and light weight. The side wall of a tilting train consists of an aluminum honeycomb coated with carbon-fiber-reinforced epoxy skin and a nomex honeycomb panel as the main structure, with glass wool inserted between the panels. In this study, based on ASTM E2249-02, we measure the intensity sound transmission loss (TL) of the honeycomb composite panels. Using mass law deviation (MLD), we estimate the sound insulation performance of the honeycomb composite panels in terms of their weight and explore the feasibility of substituting a conventional corrugated steel panel. The transmission-loss data of the honeycomb composite panels obtained in the study will be used to establish noise-reduction measures for train compartments.

A Study on the Crashworthiness Evaluation and Performance Improvement of Tilting Train Carbody Structure made of Sandwich Composites (틸팅열차의 샌드위치 복합재 차체 구조물에 대한 충돌안전도 평가 및 향상방안 연구)

  • Jang, Hyung-Jin;Shin, Kwang-Bok;Han, Sung-Ho
    • Composites Research
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    • v.24 no.5
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    • pp.9-16
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    • 2011
  • This paper describes the crashworthiness evaluation and performance improvement of tilting train made of sandwich composites. The applied sandwich composite of carbody structure was composed of aluminum honeycomb core and glass/epoxy & carbon/epoxy laminate composite facesheet. Crashworthiness analysis of tilting train was carried out using explicit finite element analysis code LS-DYNA 3D. The 3D finite element model and 1D equivalent model were applied to save the finite element modeling and calculation time for crash analysis. The crash conditions of tilting train were conducted according to four crash scenarios of the Korean railway safety law. It found that the crashworthiness analysis results were satisfied with the performance requirements except the crash scenario-2. In order to meet the crashworthiness requirements for crash scenario-2, the stiffness reinforcement for the laminate composite cover and metal frames of cabmask structure was proposed. Consequentially, it has satisfied the requirement for crash scenario-2.

Experimental Study of the Internal/external Pressure Variation of TTX Travelling through a Tunnel (한국형 틸팅차량의 터널 주행시 실내/외 압력변화에 대한 실험적 연구)

  • Yun, Su-Hwan;Kwak, Min-Ho;Lee, Dong-Ho;Kwon, Hyeok-Bin;Ko, Tae-Hwan
    • Journal of the Korean Society for Railway
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    • v.12 no.2
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    • pp.309-314
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    • 2009
  • When a train enters into a tunnel, a compression wave is generated by a front nose and a expansion wave is generated by a rear tail respectively. The interaction between pressure waves and the train makes the internal and external pressure of the train change dramatically. In this paper, we had measured the internal and external pressure variations of TTX and analyzed the pressure variations as the tunnel length. Also, the rate of internal pressure variations were investigated with the current airtight condition of TTX. In short tunnels, the internal and external pressure variation were not large because the superposition of pressure waves was not happened. In long tunnels, however, the rapid and large pressure variations were shown because of the superpositions between the same sort of pressure waves, such as expansion wave and expansion wave or compression wave and compression wave. In specific length tunnels, the pressure variation and the pressure variation rates were largely lessened because the compression wave and expansion wave were superposed.

A Study on the Evaluation of the Failure for Carbody Structures made of Laminated Fiber-Reinforced Composite Materials Using Total Laminate Approach (전체 적층판 접근법을 이용한 섬유강화 적층 복합재 차체 구조물의 파손평가 연구)

  • 신광복;구동회
    • Composites Research
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    • v.17 no.1
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    • pp.18-28
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    • 2004
  • In order to evaluate the strength of carbody structures of railway rolling stock made of laminated fiber-reinforced composite materials, total laminate approach was introduced. Structural analyses were conducted to check the basic design of hybrid composite carbody structures of the Korean Tilting Train eXpress(TTX) with the service speed of 180km/h. The mechanical tests were also conducted to obtain strengths of composite laminates. The results show that all stress components of composite carbody structures are inside of failure envelopes and total laminate approach is recommended to predict the failure of hybrid composite carbody structures at the stage of the basic design.

Study of aerodynamic characteristic for a pantograph for Tilting train eXpress (TTX) (고속 틸팅열차의 틸팅 판토그라프 공력 특성 연구)

  • Ko T. H.;Kim G. N.;Goo D. H.
    • 한국전산유체공학회:학술대회논문집
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    • 2004.10a
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    • pp.177-180
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    • 2004
  • The development of a tilting train with construction of electric line on the conventional railway is required for speed-up on the conventional railway with many curving sections. For development of tilting train, the study and development of the tilting system and tilting bogie having the different mechanism with a general high speed train will play a main role for improving the technology in the field of Korean railway The study and development of the pantograph tilting mechanism in order to keep a good contact behavior between a pantograph and a contact wire by tilting a pantograph on the opposite direction of the vehicle tilting direction. In this study, we analyzed the aerodynamic characteristic of a developing pantograph on the tilting train and obtained the contact force with catenary by aerodynamic lift force by the aerodynamic analysis. We also performed the numerical analysis for design the device controlling lift force on a pantograph. From the aerodynamic simulation and parameter study for a device to control the lift force, we will suggest the various shape and the optimal shape of it corresponding to a developing tilting pantograph. The Fluent software is used for the calculation of flow profile in this study.

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The Study of Tilting Pantograph of Tilting Train for Improvement Catenary Control (가선추종성 향상을 위한 틸팅차량용 틸팅판토그라프 기술연구)

  • Lee, Su-Gil;Han, Seong-Ho;Han, Young-Jae;Lee, Woo-Dong;Song, Yong-Soo
    • Proceedings of the KIEE Conference
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    • 2004.04a
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    • pp.278-280
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    • 2004
  • 판토그라프는 전차선(catenary)으로부터의 전류를 차량에 전달하는 장치로서 전동차 지붕 위에 설치되어 있다. 판토그라프의 설계 목표는 고속 및 다양한 환경 조건하에서 연속적이고 일정한 량의 전류를 차량에 전달하도록 하는 것이다. 열차가 고속화될수록 전류의 흐름이 중단되는 이선, 접촉선과 판토그라프 집전판의 마모, 공력 소음 등이 큰 문제로 대두되며, 이들 문제들이 고속용 판토그라프의 설계 기술에서 중요시되고 있다. 특히 이선은 동력 전달이 중단될 뿐만 아니라 이선시에 발생하는 아크로 인한 마모 증대, 통신 장해를 일으킨다. 유럽과 일렬에서는 그러한 문제를 인식하고 고속용 판토그라프에 대한 연구를 활발히 진행하고 있다. 또한 저속전철이나 고속전철을 운행하는 나라에서는 기존의 가선계를 그대로 이용하면서 고속화를 달성하기 위하여 기존 가선계에 대한 최적의 판토그라프 설계에 노력을 기울이고 있다. 본 논문에서는 국내 기존선 고속화에 필요한 최고속도 180km/h급 틸팅차량시스템의 핵심 구성요소인 판토그라프 제어기술에 대한 연구를 통하여 보다 안전한 틸팅차량용 판토그프사양 개발하는데 목적이 있다.

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

  • Kim Nam-Po;Han Seong-Ho;Ko Tae-Hwan
    • Journal of the Korean Society for Railway
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    • v.8 no.6 s.31
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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.

Stability Evaluation of Track on Conventional Line According to Traveling Tilting Train (틸팅차량 주행에 따른 기존선 궤도의 주행안정성 평가)

  • Park, Yong-Gul;Eum, Ki-Young;Choi, Jung-Youl;Sung, Deok-Yong
    • Journal of the Korean Society for Railway
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    • v.10 no.6
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    • pp.701-708
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    • 2007
  • A tilting train, which was developed to run the curve section without reducing the speed and compromising the riding quality, can improve the speed so as to reduce the travel time, compared to the existing trains. Then the force generated by the train operation to the track is in proportion to train operation speed, which means the track shall bear the increased force as much as the increase in train operation speed. Particularly, wheel load and lateral wheel load generated by train operation and distributed to the rail tend to cause the track to suffer the strain and furthermore the severe disaster such as derailment. To deal with such problem and ensure the train will run safety and stably, the tolerance in wheel load change, lateral wheel load and derailment coefficient was determined for quantitative evaluation of the train operation stability. In this study, derailment coefficient of inner and outer rail at existing curve section of tilting train was determined to evaluate the curve radius, possibility of acceleration and the need of rail improvement, which was then compared with the existing traditional train and high speed train. Conducting the quantitative evaluation of dynamic wheel load and lateral wheel load of each train, which was based on field survey, derailment coefficient and static & dynamic wheel load change, which serve the evaluation criteria of train operation stability, were determined for comparison with the standards, thereby analyzing the stability of the tilting train.