• Title/Summary/Keyword: 고속압축해석

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A comparative study of field measurements of the pressure wave with analytical aerodynamic model for the high speed train in tunnels (고속철도 터널내 압력파 측정과 공기압 해석모델에 대한 기초연구)

  • Kim, Hyo-Gyu;Choi, Pan-Gyu;Hong, Yoo-Jung;Yoo, Ji-Oh
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.17 no.3
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    • pp.319-332
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    • 2015
  • The pressure wave formed by the piston effects of the train proceeds within the tunnel when a train enters the tunnel with a high speed. Depending on the condition of tunnel exit, the compression waves reflect at a open end, change to the expansion waves, transfer to tunnel entrance back. Due to interference in the pressure waves and running train, passengers experience severe pressure fluctuations. And these pressure waves result in energy loss, noise, vibration, as well as in the passengers' ears. In this study, we performed comparison between numerical analysis and field experiments about the characteristics of the pressure waves transport in tunnel that appears when the train enter a tunnel and the variation of pressure penetrating into the train staterooms according to blockage ratio of train. In addition, a comparative study was carried out with the ThermoTun program to examine the applicability of the compressible 1-D model(based on the Method of Characteristics). Furthermore examination for the adequacy of the governing equations analysis based on compressible 1-D numerical model by Baron was examined.

Analysis for Characteristics Method on Wind Pressure of Trains Crossing in Tunnel (터널내 교행 열차의 풍압에 대한 특성법 해석)

  • Nam, Seong-Won
    • Journal of the Korean Society for Railway
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    • v.16 no.6
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    • pp.454-459
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    • 2013
  • Pressure waves are generated and propagate in a tunnel when train enters tunnel high speed. A compression wave due to the entry of train head propagates along the tunnel and is reflected at tunnel exit as an expansion wave. An expansion wave due to the entry of the train tail propagates along the tunnel and is reflected at tunnel exit as a compression wave. These pressure waves are repeatedly propagated and reflected at the tunnel entrance and exit. Severe pressure changes causes ear-discomfort for passengers in the cabin and micro pressure waves around the tunnel exit. It is necessary to analyze the transient pressure phenomena in tunnels qualitatively and quantitatively, because pressure change rate is considered as one of the major design parameters for optimal tunnel cross sectional area and repeated fatigue force on car body. In this study, we developed a characteristics method based on a fixed mesh system and boundary conditions for crossing trains and analyzed this system using an X-t diagram. The results of the simulation show that offsetting of pressure waves occurs for special entry conditions of a crossing train.

Application of the V2-F Turbulence Model for Flow Analysis of Turbomachinery (V2-F 난류 모델의 터보기계 유동 해석 적용)

  • Park, Jae Hyeon;Sohn, Dong Kyung;Kim, Chang Hyun;Baek, Je Hyun
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.40 no.2
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    • pp.75-83
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    • 2016
  • Since a turbomachine has complex flow characteristics, which are caused by adverse pressure gradient and high speed motion, an elaborate turbulence model is needed to accurately predict the flow. Some turbulence models such as an algebraic or a two-equation eddy viscosity model have been used for in-house RANS-code, but it is difficult to obtain good result for several complex flows. In this study, Durbin's V2-F turbulence model, which has been known for better prediction for severe flow separation, is applied to T-Flow. It was validated for simple cases such as channel and compressor cascade, and its applicability to turbomachinery was shown by analyzing internal flow of a single rotor. As a result, the V2-F turbulence model shows better blade surface pressure distribution than the one-and-two equation turbulence model.

A study on the characteristics of Micro Pressure wave for the optimum cross-section design in Honam high speed railway (호남고속철도 터널 단면선정을 위한 미기압파 특성 분석에 관한 연구)

  • Kim, Seon-Hong;Mun, Yeon-O;Seok, Jin-Ho;Kim, Gi-Rim;Kim, Chan-Dong;Yu, Ho-Sik
    • Proceedings of the Korean Society for Rock Mechanics Conference
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    • 2008.03a
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    • pp.51-68
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    • 2008
  • When the train enters into a tunnel a high speed, pressure waves are generated inside the tunnel. The pressure waves at propagate in a form of compression wave toward the tunnel exit and a fraction of the compression waves that arrives at the exit of the tunnel are discharged to outside of the tunnel and the remainder is reflected into the tunnel as expansion waves. The compression waves emitted from the tunnel does not radiate in a specific direction but in all directions. If the amplitude of the compression wave is great, it causes noise and vibration, and it is called "Micro-Pressure Wave." "Micro-Pressure Wave" must be considered as a decision for the optimum tunnel cross-section as the amplitude of the compression wave depends on train speed, tunnel length, area of tunnel and train. Therefore, this paper introduces the case study of Micro-Pressure Wave characteristics for determination of tunnel cross section in Honam high speed railway, the pressure inside the tunnel and the micro-pressure waves at tunnel exit were measured at Hwashin 5 tunnel in Kyungbu HSR line. At the same time. a test of train operation model was performed and then the measurement results and test results were compared to verify that the various parameters used as input conditions for the numerical simulations, which were appropriate. Also a model test was performed, in order to analysis of the Micro-Pressure Wave Mitigation Performance by Type of Hood at Entrance Portal.

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Theoretical x-t Diagram Analysis on Pressure Waves of High Speed Train in Tunnel (터널에서의 고속철도 압력파에 관한 X-t선도 이론 해석)

  • 남성원;권혁빈
    • Journal of the Korean Society for Railway
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    • v.7 no.3
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    • pp.200-207
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    • 2004
  • Theoretical study has been conducted to clarify pressure characteristics of KTX (Korea Train eXpress) in tunnel. The severe pressure change in tunnel may give rise to the ear-discomfort for passenger and fatigue for car body. Critical tunnel lengths which are induced by x-t diagram analysis can be applied to the experimental results measured by using the running test with atmospheric pressure sensors and portable data acquisition system in previous study. In this study, the tunnels from 200m to 4000m in length have been chosen for the investigation of tunnel length effects. We found that there are similar patterns of external pressure change for each critical tunnel length. The critical tunnel lengths are governed by train speed, train length and sonic velocity. And, the patterns of pressure wave in tunnel are classified into eight groups.

일본의 고에너지 속도가공 기술과 연구동향

  • 근안수명
    • Journal of the KSME
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    • v.31 no.4
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    • pp.380-388
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    • 1991
  • 고에너지 속도 가공법 중에서 주요한 것을 발췌하여 그 개요와 금후의 전개에 대하여 기술하 였다. 폭발압착과 같이 실제로 활용되고 있는 기술로부터, 폭약 또는 전자기력에 의한 분말압축 성형과 같은 개발도상의 기술까지 고에너지 속도가공법의 범주에 속하는 기술분야는 광범위하다. 관용의 가공법에 비하면 역사도 짧고, 실용화에 있어서 해결하여야 할 문제도 많이 남아있다. 현재 실용화를 위한 연구도 착실히 성과를 얻고 있으며, 고에너지 속도 가공법의 앞날은 밝다고 할 수 있다. 고에너지 속도가공의 진보와 발전을 위하여는 가공기술에 관한 연구와 함께, 재료가 고속변형을 받을 때의 거동과 특성에 관한 연구를 함께 진행할 필요가 있다. 여기서는 후자의 연구에 관하여 언급하지 않았으나, 고속재료 시험법과 그 평가법, 소성도 전파 해석, 계측법 등 많은 연구 성과가 매년 보고되고 있다.

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기계평면시일의 동적 불안정성에 관한 연구

  • 서택석;김청균
    • Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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    • 1990.06a
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    • pp.45-52
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    • 1990
  • 고도의 신뢰도를 요구하는 정밀기계의 보편화는 트라이볼로지 요소중에서 밀봉기능에 관련된 시일의 해석 및 설계가 커다란 관심사로 부각되었다. 특히 고속회전을 요하는 경우에 대한 회전 시스템의 동적 안정성은 대단히 중요하다. 미끄럼 접촉운동을 하고 있는 기계평면시일의 시일링 간극은 대단히 작기 때문에 시일의 접촉면에서 형상이 변화하게 되면 시일 성능은 커다란 영향을 받게 된다. 시일의 접촉표면 가공시 발생되는 평면도(flatness), 조립시의 회전축과 시일축 사이의 중심 맞추기의 어려움, 회전축의 자중량 등 때문에 발생되는 회전링 사이의 상대적인 경사도(misalignment)는 시일의 동적 불안정성에 영향을 준다. 또한 상대 접촉 운동면에서 경계 또는 고체 마찰에 의한 마멸의 진행은 시일의 코닝(coning) 현상을 일으킨다. 본 연구에서는 비압축성 유체가 온도의 영향을 받아 점도가 선형적으로 변화하는 경우에 대한 시일링 간극 내에서의 압력분포를 유한차분법을 이용하여 해석하였다. 여기서 얻어진 결과를 이용하여 시일의 축력과 모우멘트를 해석함으로써 시일의 동적 불안정성에 대하여 논하였다. 이 때 기계평면 시일의 형상은 코닝이 있고, 시일의 중심축이 경사진 경우를 고려하였다.

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A Study on the Thermo-Flow Analysis of Air Conditioning Electric Compressor Motor System for Hybrid Electric Vehicles (하이브리드 자동차 에어컨용 전동식 압축기 모터 시스템의 열유동 해석 연구)

  • Kim, Sung Chul
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.14 no.2
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    • pp.592-597
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    • 2013
  • The heat generated at the motor and inverter inside the electric compressor of inverter built-in type is mainly cooled by refrigerant and generally, there is not a thermal problem. However, the close relation of heat transfer from the motor and inverter parts to the compression part affects on compressor efficiency. Also, according to the surrounding environment and system operation condition, the increased temperature of the motor and inverter can affect the power density of the motor system, and especially, the inverter may be prevented to operate by the temperature limits. In this study, we performed thermo-flow analysis of electric compressor motor system, and investigated the heat dissipation enhancement of the motor and inverter. The motor part in the operation region of the electric compressor was generally maintained at low temperature and the inverter part at high compressor speed was lower temperature than the temperature limit of $85^{\circ}C$. However, the case of the inverter at low speed harsh condition was in excess of $10^{\circ}C$. Therefore, in order to solve the thermal problem, the heat reduction technology of the motor and inverter is essential as well as the improvement of flow path in the compressor.

Finite Element Analysis of Concrete Railway Sleeper Damaged by Freezing Force of Water Penetrated into the Inserts (고속철도 콘크리트 궤도 매립전 내 침투수의 결빙압에 의한 균열손상해석)

  • Moon, Do-Young;Zi, Goang-Seup;Kim, Jin-Gyun;Jang, Seung-Yup
    • Journal of the Korean Society for Railway
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    • v.14 no.3
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    • pp.240-247
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    • 2011
  • Finite element analysis was undertaken to investigate the effect of freezing force of water unexpectedly penetrated into inserts used in railway sleeper on pullout capacity of anchor bolts for fixing base-plate onto concrete sleeper. Based on the in-situ investigation and measurement of geometry of railway sleeper and rail-fastener, the railway sleeper was modeled by 3D solid elements. Nonlinear and fracture properties for the finite element model were assumed according to CEB-FIP 1990 model code. And the pullout maximum load of anchor bolt obtained from the model developed was compared with experimental pullout maximum load presented by KRRI for verification of the model. Using this model, the effect of position of anchor bolt, amount of fastening force applied to the anchor bolt, and compressive strength of concrete on pull-out capacity of anchor bolts installed in railway sleeper was investigated. As a result, it is found that concrete railway sleepers could be damaged by the pressure due to freezing of water penetrated into inserts. And the pullout capacity of anchor bolt close to center of railway is slightly greater than that of the others.

A Numerical Study on the Compression Wave Generated by the Train Entering a Tunnel (열차가 터널에 진입할 때 발생하는 압축파에 대한 수치해석)

  • Kim, Sa-Ryang
    • The KSFM Journal of Fluid Machinery
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    • v.9 no.6 s.39
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    • pp.17-21
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    • 2006
  • The numerical simulations on the train entering a tunnel were performed by solving unsteady axi-symmetric problems. In the case that 5th order velocity profile is used to reduce the effects of the pressure wave generated by the train starting abruptly, the effect of the initial distance between the train and the tunnel were examined. The impulsive start gives undesired pressure disturbances to the flow field including inside the tunnel. But 5th order velocity profile with initial distance more than 80 m gives much stable pressure variance in time, and pressure distribution inside the tunnel in space. The distance to the train reaches the highest running velocity from the start should be more than 80 m when the train speed is 350 km/h.