• Title/Summary/Keyword: 궤도 수명

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Estimation of Bending Fatigue Life of CWR in Concrete Track (콘크리트궤도 장대레일의 휨 피로수명 평가)

  • Sung, Deok-Yong;Tae, Sung-Sik;Park, Kwang-Hwa;Kong, Sun-Yong;Park, Yong-Gul
    • Proceedings of the KSR Conference
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    • 2010.06a
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    • pp.64-71
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    • 2010
  • It is suggested that the service life of the continuous welded rail(CWR) is estimated by the relationship between the rail surface irregularity according to the accumulated passing tonnage and bending fatigue of welded part in CWR. In this study, based on the results of bending fatigue tests of rail and results of measuring tests in situ of rail bending stress, this study estimated the bending fatigue life of welded rail in concrete track, adopting a Haibach's rule. The bending fatigue life of CWR considered the rail surface irregularity, train speed and the S-N curve by types of rail welding. In addition, this study estimated it for the fracture probability 1%, 0.1%, 0.01%. Therefore, this study proposed bending fatigue life of CWR in concrete track.

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COMS GTO Injection Propellant Estimation using Monte-Carlo Method (몬테카를로방법을 이용한 천리안위성 궤도전이 소요추진제량 추정에 관한 연구)

  • Park, Eungsik;Huh, Hwanil
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.43 no.1
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    • pp.62-71
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    • 2015
  • Geostationary satellites use the thruster in order to control the location change and mount the suitable amount of liquid propellant depending on the operating lifetime. Therefore the lifetime of the geostationary satellite depends on the residual propellant amount and the precise residual propellant gauging is very important for the mitigation of economic losses arised from premature removal of satellite from its orbit, satellites replacement planning, slot management and so on. The propellant gauging methods of geostationary satellite are mostly used PVT method, thermal mass method and bookkeeping method. In this paper, we analysis the modeling of COMS(Communication, Ocean & Meteorological Satellite) bipropellant system for bookkeeping method and COMS GTO(Geostationary Transfer Orbit) injection propellant estimation using Monte-Carlo method.

궤도기지에서의 플래시 버트 용접

  • 서사범
    • Journal of the Korean Society for Railway
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    • v.2 no.2
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    • pp.15-20
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    • 1999
  • 철도의 초창기부터 선로 기술자들은 다음과 같은 목적을 위하여 최적의 궤도 표준을 달성하도록 노력하여 왔다. ㆍ 레일 이음매 보수의 제거 ㆍ 궤도 수명의 증가 ㆍ 더 높은 운전 속도와 더 무거운 하중을 위한 시설의 마련 ㆍ 승차감의 개선 이들 목적을 달성함에 있어 오랜 기간을 통하여 진보가 이루어져 왔으며, 이것은 장척과 장대 레일의 생산에서 가장 중요한 용접의 기술에 크게 의지하였다. 본고에서는 장대용접레일의 생산과 관련된 플래시 버트(Flash butt) 용접 기술의 원리와 고속철도용 장대용접 레일의 생산 등을 위하여 건설된 중앙궤도기지의 시설과 설비에 관하여 간략하게 소개한다.(중략)

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경사궤도상의 통신위성 운용개선연구

  • 김광영
    • Information and Communications Magazine
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    • v.10 no.4
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    • pp.53-62
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    • 1993
  • 정지궤도(Geo-Stationary Orbit)상의 통신위성의 정상운용 말미에 경제적 이유 또는 차세대 위성 발사지연등 기술적사유로 설계수명을 지난 후 경사궤도(Inclined Orbit)상의 위성 비정상운용을 개선하기 위하여 경사궤도의 개념, 도플러효과에 따른 지구국 설비 대책 및 INTELSAT 위성궤도 장기 운용계획 등을 조사 고찰한 것이다. 특히 경사궤도가 미치는 영향은 주파수, 안테나크기, 지구국 위도, 위성과 지구국과의 경도간격, 서비스의 디지틀과 애너로구등 다양한 요소를 수식화했다.

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Residual Propellant Gauging Methods for Geostationary Satellites and Recent Technology Status (정지궤도위성의 잔여추진제량 측정방법 및 기술동향)

  • Park, Eungsik;Huh, Hwanil
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.42 no.10
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    • pp.870-877
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    • 2014
  • Geostationary satellites undergo various orbital perturbations and this results in location change. Therefore, all the geostationary satellites use the thruster in order to control the location change. For this purpose, the suitable amount of liquid propellant is mounted and the amount of propellant is reduced as time goes by. This means that the lifetime of the satellite depends on the residual propellant amount. Therefore precise residual propellant gauging is very important for the mitigation of economic losses arised from premature removal of satellite from its orbit, satellites replacement planning, slot management and so on. In this paper, we introduce the propellant gauging methods used in the geostationary satellites and the propellant gauging method studied in the laboratory level.

개선된 위성의 궤도 천이 절차

  • Kim, Dae-Yeong;Jeon, Mun-Jin;Gwon, Dong-Yeong;Kim, Hui-Seop;Kim, Gyu-Seon
    • The Bulletin of The Korean Astronomical Society
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    • v.37 no.2
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    • pp.171.2-171.2
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    • 2012
  • 위성 개발에서 추력기는 위성의 경사각 및 고도 등의 궤도 제어 용도 이외에 위성 동작 초기 혹은 비상 상황에서 안정적인 전력 공급을 위한 자세 제어용 구동기로 사용되어야 하므로 매우 높은 신뢰성을 필요로 한다. 국내의 실용위성을 위해 개발되어 사용되고 있는 출력기는 1 파운드의 작은 용량으로 위성 운영에 일부 제약을 주게 된다. 본 논문은 위성 운영에 있어 반드시 필요한 궤도 천이 절차와 관련하여 기존에 사용된 절차를 보완하기 위한 방법에 대해 기술한다. 기존에 개발된 위성에서는 궤도 조정을 위한 자세 변화에 추력기를 사용하였다. 그러나 위성의 무게가 커짐에 따라 자세 변환을 위한 시간이 오래 걸려 궤도 조정 효율이 떨어지는 요인이 되고 있다. 뿐만 아니라, 자세 변화 과정에서 벡터 방향의 추력으로 인해 원하지 않는 궤도 변화가 생기므로 정밀 궤도 결정에도 영향을 주게 된다. 최근에 개발된 위성의 경우, 위성의 기동 성능을 높이기 위해 고성능 반작용 휠을 사용하므로 이를 이용하여 궤도 천이 전에 자세 변화를 하도록 하고 있다. 이러한 방법을 적용한 결과, 정밀 궤도 결정에 도움이 될 뿐만 아니라 자세 변화로 인한 연료 소모를 줄이는 효과도 있어 위성의 수명 연장에 도움이 되는 것으로 확인되었다.

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Life Prediction of Failure Mechanisms of the CubeSat Mission Board using Sherlock of Reliability and Life Prediction Tools (신뢰성 수명예측 도구 Sherlock을 이용한 큐브위성용 임무보드의 고장 메커니즘별 수명예측)

  • Jeon, Su-Hyeon;Kwon, Yae-Ha;Kwon, Hyeong-Ahn;Lee, Yong-Geun;Lim, In-OK;Oh, Hyun-Ung
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.44 no.2
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    • pp.172-180
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    • 2016
  • A cubesat classified as a pico-satellite typically uses commercial-grade components that satisfy the vibration and thermal environmental specifications and goes into mission orbit even after undergoing minimum environment tests due to their lower cost and short development period. However, its reliability exposed to the physical environment such as on-orbit thermal vacuum for long periods cannot be assured under minimum tests criterion. In this paper, we have analysed the reliability and life prediction of the failure mechanisms of the cubesat mission board during its service life under the launch and on-orbit environment by using the sherlock software which has been widely used in automobile fields to predict the reliability of electronic devices.

Design Graphs for Asphalt Concrete Track with Wide Sleepers Using Performance Parameters (성능요소를 반영한 광폭 침목형 아스팔트콘크리트 궤도 설계그래프)

  • Lee, SeongHyeok;Lim, Yujin;Song, Geunwoo;Cho, Hojin
    • Journal of the Korean Society for Railway
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    • v.19 no.3
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    • pp.331-340
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    • 2016
  • Wheel load, design velocity, traffic amount (MGT), stiffness and thickness of sub-layers of asphalt concrete track are selected as performance design parameters in this study. A pseudo-static wheel load computed considering the dynamic amplification factor (DAF) based on the design velocity of the KTX was applied to the top of asphalt concrete track for full three dimensional structural analysis using the ABAQUS program. Tensile strains at the bottom of the asphalt concrete layer and vertical strains at the top of the subgrade were computed from the structural FEA with different combinations of performance parameter values for one asphalt concrete track section. Utilizing the computed structural analysis results such as the tensile strains and the vertical strains, it was possible to develop design graphs to investigate proper track sections for different combination of the performance parameters including wheel load, design velocity, traffic amount(MGT), stiffness and thickness of asphalt concrete layers for any given design life. By analyzing the proposed design graphs for asphalt concrete track, it was possible to propose simple design tables that can be used by engineers for the effective and fast design of track.

Bending Fatigue Life Assessment of Aged CWR using the Field Test (현장측정을 통한 노후레일의 휨 피로수명 평가)

  • Park, Yong-Gul;Sung, Deok-Yong;Park, Hong-Kee;Kong, Sun-Yong
    • Journal of the Korean Society for Railway
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    • v.11 no.3
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    • pp.317-325
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    • 2008
  • As a result of recent research, it is reported that the periodic replacements criterion of rails is able to extend as grinding rail surface and using the continuous welded rail (CWR). This study evaluated correlation between conditions of track and load capacity of rail by analysing the dynamic response of track while the metro train is running. Also, it was converted the measured stress waveform into stress frequency histogram by the rain-flow counting methods, and then accumulated fatigue damage ratio and remaining service life of laid rail were calculated so as the apply the equivalence of stress to S-N curve of a new welded rail. Finally, this study suggests a revision of the periodic replacements criterion of CWR, which was based on accumulated passing tonnage, classified by the types and conditions of track system.

Evaluation of Rail Fatigue and Bending Fatigue Considering Concrete Track Condition (콘크리트도상(STEDEF)의 선로조건을 고려한 레일휨응력 예측과 피로수명 산출)

  • Lee, Soo-hyung;Kang, You-song;Park, Yong-gul
    • Journal of the Korean Society for Railway
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    • v.20 no.5
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    • pp.658-667
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    • 2017
  • Rail is the main track component, playing the most important role in safe railways. For the sake of safety, it is strictly required to secure reliability against fatigue and destruction of rail. In this paper, by field measurement on concrete track, it is confirmed that the rail surface roughness and rail bending stress are linearly correlated with each other; the bending stress of rail can be presented as a function of train speed, track support stiffness, and rail surface roughness. The fatigue life of rail can be estimated by deriving the S-N curve through the fatigue test.