• Title/Summary/Keyword: rail material

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Additional Axial Stress of CWR Track on the Bridge according to the Variation of Design Vehicle Load (설계차량하중 변화에 따른 교량상 장대레일 궤도의 부가축응력)

  • Yun, Kyung-Min;Jeon, Byeong-Heun;Choi, Shin-Hyung;Lim, Nam-Hyou
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.16 no.1
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    • pp.807-813
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    • 2015
  • The CWR(Continuous Welded Rail) on a bridge shows complex structural behavior compared to those on the roadbed. The influence factors on the track-bridge interaction are the variation of temperature and vehicle load. The analysis methods for track-bridge interaction, material property, modeling method, loads and combination method are indicated in the domestic railway design principle, KR C-08080. The vehicle load in KR C-08080 was changed in 2014. In this study, to evaluate the effect of the changed vehicle load on the track-bridge interaction, the track-bridge interaction analyses were performed for 22 bridges by using finite element method.

Investigation of Settlement of Concrete Track on High-Speed Railway Due to Groundwater Variation (지하수위 변동에 따른 고속철도 콘크리트궤도의 침하 영향 검토)

  • Lee, Hyunjung;Choi, Yeong-Tae;Lee, Ilwha;Lee, Minsoo;Lee, TaeGyu
    • Journal of the Korean Society for Railway
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    • v.20 no.2
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    • pp.248-256
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    • 2017
  • Groundwater drawdown was pointed out as one of the causes of induced settlement on high speed railways, especially concrete track. In this study, the effect of groundwater variation on settlement was evaluated through a comparison of field measurements with numerical analysis results. A trial and error method, i.e., repeated numerical analyses by changing material properties, was used to calibrate the model. The model was applied to investigate the effect of groundwater drawdown, thickness of soft layer, and embankment height on residual settlement after concrete track completion. A soft layer thicker than 4m would result in more than 30mm of settlement; a detailed analysis of groundwater behavior thus should be conducted from the design stage to construction.

Structural Safety Analysis of Launching System Through Monte-Carlo Simulation (몬테 카를로 시뮬레이션을 통한 발사관 구조 안전성 분석)

  • Park, Chul-Woo;Lee, Onsoo;Shin, Hyo-Sub;Park, Jin-Yong;Lee, Dong-Ju
    • Journal of the Korea Society for Simulation
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    • v.27 no.4
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    • pp.69-77
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    • 2018
  • Launching system is designed to store the payload, withstand the rigors, and prevent it from rusting and damaging. The behavior during initial deployment of the missile is determined by production, assembly and insertion condition of a launching tube and a missile. The purpose of this research is to confirm the safety of a launching tube by statistically analyzing behavior of the missile, during initial deployment stage. Error parameters which effect initial behavior of the missile are selected and analyzed through Monte-Carlo Simulation. Based on the result of simulation, tip-off and stress distribution between rail and shoe is predicted by using the commercial analysis program called Recurdyn. Lastly, the safety factor is calculated based on yield strength of the material and maximum stress of the rail during the process of launching. The safety of the launching system is verified from the result of the safety factors.

A Study on The Load Test of Bogie for Monorail-Type LRT (모노레일 형식 경량전철차량 대차 하중시험에 관한 연구)

  • Kim, Weon-Kyong;Won, Si-Tae
    • Proceedings of the KSR Conference
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    • 2011.10a
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    • pp.939-950
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    • 2011
  • In this study, the load test of rubber tire bogie for monorail type LRT. Bogie for rolling stock in safety operation of the vehicle as an essential core unit before applying to the vehicle safety and reliability should be tested sufficiently. Rubber tire monorail type bogie compared to the traditional bogie wheel lots of formats, the complexity of the load acting static load test, the bogie of the vehicle operation conditions by structural analysis by considering the loading conditions was evaluated by calculating. Test methods and evaluation criteria based on urban rail vehicle performance testing by applying the test were welded parts and materials for the results leading to material fatigue endurance test by applying the result of evaluating the structure has been identified as safe.

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New Technology with Porous Materials: Progress in the Development of the Diesel Vehicle Business

  • Ohno, Kazushige
    • Journal of the Korean Ceramic Society
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    • v.45 no.9
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    • pp.497-506
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    • 2008
  • The long time of twenty years has passed since Diesel Particulate Filter (DPF) was proposed before the practical use. The main factors that DPF has been put to practical use in this time, are the same time proposal of the evaluation method of SiC porous materials linked to he performance on the vehicle, and that the nature of thermal shock required for the soot regeneration (combustion of soot) in the DPF is different from the conventional requirement for the rather rapid thermal shock. For the requirements, these includ demonstrating utmost the characteristic of SiC's high thermal conductivity, and overcoming the difficulty of thermal expansion of SiC-DPF by dividing the filter into segments binding with the cement of lower Young's modulus, and the innovation of technology around the diesel exhaust system such as Common-Rail system. As the results of these, the cumulative shipments of SiC-DPF have reached about 5 million, and it goes at no claim in the market.

Fundamental Study on Recycling Waste Foundry Sand as Fine Aggregate for Concrete (폐주물사를 콘크리트용 잔골재로 재활용하기 위한 기초연구)

  • 문한영;최연왕;송용규;신동구
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.05a
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    • pp.281-286
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    • 2001
  • The development of automobile, vessel, rail road, and machine industry leads increase of foundry production used as their components, which cause a by-product, waste foundry sand (WFS). The amount of the WFS produced in Korea is over 900,000 ton a year, but most WFS buries itself and only 5~6% WFS is recycled as a material in construction materials. In this study, WFS is used as a fine aggregate for concrete. Five types of concretes aimed at the specified strength of 240$\pm$10 kgf/$cm^{2}$ , air contents of 4.5$\pm$1% and slump of 12$\pm$1.5cm were mixed with washed coarse seashore sand(WFS) in which salt was removed and then optimum mix proportion of concrete was determined. Moreover, basic properties such as setting time, workability, bleeding and slump loss of the fresh concrete with WFS were tested and compared with those of the concrete mixed without WFS. In .addition, both compressive strength of hardened concrete at each ages and tensile strength of it at the age of 28 days were measured and discussed.

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An Experimental study to Improving the Sound Transmission Loss of Honeycomb sandwich Plates (허니컴 샌드위치판의 투과손실 개선에 관한 실험적 연구)

  • 유영훈;양보석
    • Transactions of the Korean Society of Automotive Engineers
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    • v.6 no.2
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    • pp.92-99
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    • 1998
  • The sound insulation capacity of honeycomb sandwich plates which have relatively higher strength ratios to weight is poorer than those of uniform and another sandwich plates. Therefore, improvement of the sound insulation capacity of the honeycomb sandwich plate which has a meritof lightness is required to use it in automobile and rapid rail road industries. In this study, to improving the sound insulation capacity of the honeycomb sandwich plate, the sound transmission loss of the structure is experimentally investigated by adding a viscoelastic damping layer, The effective add position and thickness of the layer were investigated from the viewpoints of both sound transmission loss and improved sound transmission loss over the frequency range from 800Hz to 10kHz.

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A basic Research on the Euro-Asian Continental Rail Corridor for Effective Connection and Operation (대륙횡단철도 연계운영의 효율화를 위한 기초조사)

  • Na Hee-Seung;Son Ji-Eon;Cho Young-Geol
    • Proceedings of the KSR Conference
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    • 2004.06a
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    • pp.534-541
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    • 2004
  • To boost the Korean peninsula as a logistical hub of North-East Asia in 21st century is an important part of Korean development strategies. This research has been conducted on the premise that the connection and operation of the Korean Peninsula break-railway and Euro-Asian railway network will be a great drive for Korean economy and railway technology development. For the preparation to do a further research on this subject, this paper introduces the general condition and related basic material for the railway network operation through the countries along the corridor. It also provides the basic data of railway and actual operation condition in the involved Euro- Asian areas, such as Russia, China, Mongolia, Kazakh-stan, etc.

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Fracture Toughness of Wheelset for High Speed Train on the Critical Locations (임계위치에서의 고속철도용 윤축의 파괴인성)

  • Kwon Seok-Jin,
    • Proceedings of the KSR Conference
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    • 2004.06a
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    • pp.865-871
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    • 2004
  • The safety evaluations of railway wheel sets make use of the static fracture toughness obtained in ingot materials. The static fracture toughness of wheelset materials has been extensively studied by experiments, but the dynamic fracture toughness with respect to wheel set materials has not been studied enough yet. It is necessary to evaluate the characteristics of the fracture mechanics depending on each location for a full-scale wheel set for high-speed trains, because the load state for each location of the wheel set while running is different the contact load between the wheel and rail, cyclic stress in the wheel plate, etc. This paper deals with the fracture toughness depend on load rates. The fracture toughness depending on load rate data shows that once the downward curve from quasi-static values was reached, subsequent values showed a slow increase with respect to the impact velocity. This means that dynamic fracture toughness should be considered in the design code of the wheelset material.

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Numerical Analysis of Reinforcement Effect with Grouting Method around Rail Tunnel (철도터널 주변의 그라우팅 지반강화에 대한 수치모델기법)

  • Bang Choon seok;Lee Jun S.;Lee hee up;Go Dong choon
    • Proceedings of the KSR Conference
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    • 2003.10b
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    • pp.579-584
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    • 2003
  • In this study, anisotopic yield function is proposed for the numerical analysis of reinforced tunnel ground with grouting. For this, material properties of the reinforced ground both by equilibrium as well as kinematic condition along the interface and by the mean field theory of Eshelby (1957) and Zhao (1990) are compared with each other and, as a result, the advantage/disadvantage of the proposed models are summarized. Finally, reinforced ground around tunnel with grouting is analyzed numerically. A new anisotropic yield function model is shown to be more reliable than the previous one and the predicted result is agreeable with the experimental data available.

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