• 한국철도학회논문집
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• 제12권6호
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• pp.829-834
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• 2009

자갈비산에 대한 위험성을 평가하는 한 방법으로 열차 하부 각 지점에서 다양한 자갈 종류 및 열차 속도에 따라 자갈 비산 확률을 파라메타로 제시하였다. 이를 위하여 풍동실험 결과를 바탕으로 한 확률계수 BFPF를 이용하였으며, 다양한 조건의 열차 하부 영역에 대한 수치해석을 수행하여 각 조건에 따른 각 지점의 자갈비산확률을 검토하였다. 열차 속도증가에 따라 비산확률이 급격히 증가하고, 속도가 350 km/h가 되면 자각비산 확률이 87%로 증가하였다. 또한 높힘침목을 적용하였을 경우와 비교를 통해, 다양한 조건에서의 자갈비산 확률에 대한 민감도를 분석하여 자갈형태 및 높힘침목 형태에 따른 변화 특성을 분석하고 높힘침목이 자갈비산 위험을 억제할 수 있음을 확인하였다.

• 한국철도학회논문집
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• 제12권1호
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• pp.39-44
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• 2009

차륜이나 기타 궤도주변의 구조물에 동에 충돌하여 유험을 초래할 수 있는 자갈비산 현상은 고속으로 달리는 열차의 하부에 유도되는 돌풍에 의해 발생 가능하다. 자갈비산을 방진하기 위한 방법 하나로 선로상의 자갈표면 유속을 감소시키는 높임침목이 사용되고 있다. 본 연구에서는 다양한 높임침목의 형상에 대하여 전산해석을 이용하여 그 공력특성을 분석하였다. 높임침목의 높이가 높아질수록 유도되는 유속은 감소하였으며 폭의 변화는 큰 영향이 없음을 확인하였다. 또한 높임침목의 형상 변화에 따라 자갈궤도면에 유도되는 유속을 검토하여 유동방향에 대하여 뾰족하고 각진 높임침목 형상이 효과적임을 알 수 있었다.

• 한국철도학회논문집
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• 제15권2호
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• pp.109-115
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• 2012

허본 논문에서는 도상자갈 비산에 의한 GFRP 복합재 대차프레임의 구조안전성을 평가하기 위해 대차프레임의 스킨부를 구성하는 유리섬유/에폭시 적층 복합재의 충격시험과 충격 후 잔류압축시험을 수행하였다. 충격시험은 충격시험장비를 사용하여 5J, 10J, 그리고 20J의 충격에너지에 대해 수행하였고, 선로상의 도상자갈 비산을 모사하기 위해 구형, 육면체형, 그리고 원뿔형의 충격체를 설계하여 충격시험을 수행하였다. 충격손상을 갖는 적층 복합재의 잔류압축강도를 평가하기 위해 충격 후 압축시험을 수행하여 충격에 의한 재료의 물성저하 여부를 판단하였다. 본 연구를 통하여 충격에너지가 증가함에 따라 적층 복합재의 충격손상영역과 압축강도저하가 증가하는 것을 확인하였으며, 원뿔형 형상의 도상자갈이 다른 형상에 비해 재료의 손상을 가중시키는 것을 확인하였다.

• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2005년도 춘계 학술대회논문집
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• pp.104-108
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• 2005

The Korean high speed train runs at 300 km/h, ballast-flying phenomenon often happens by strong train-wind. It is important to consider the prevention of ballast-flying phenomenon, because the train under-body and fares or walker around a rail might be damaged. In this study, Numerical analysis of the flow field of under-body of train and study of heighter-effect were conducted to decrease the speed of under-body. The shape of under-body was simplified for convenience of meshing and analysis. According to results of Taguchi's design by orthogonal arrays, a height of tie is dominant in the flow field, so if the heighter is installed on tie, the speed of under-body might be decreased. The result of this study is useful to build a new high-speed-line.

• 건설안전기술
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• 제3권2호통권8호
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• pp.35-45
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• 1993

• 한국철도학회논문집
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• 제8권1호
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• pp.6-14
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• 2005

The mechanism of ballast-flying phenomena by strong wind induced by high-speed trains has extensively been investigated by conducting wind tunnel test and field-measuring of wind velocity in the vicinity of the track. The ballast gathered from the Seoul-Busan high-speed railway track has been classified by mass and shape to find relationship between those properties and the characteristic of movement in high wind and 16-channel Kiel-probe array has been used to examine the detailed flow structure above the surface of the track. The probability of ballast-flying during the passage of the high-speed train has been assessed comparing the results from wind tunnel test and that from field-measuring. The results shows that when the G7 train runs well as the KTX train runs at 300km/h, about 25m/s wind gust is induced just above the tie and the probability far small ballast under 50g to fly is about 50％ when it is on the tie. If the G7 train runs at 350km/h, the wind gust just above the tie increases to 30m/s, therefore radical countermeasure seems to be needed.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2005년도 춘계학술대회 논문집
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• pp.369-373
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• 2005

To investigate the mechanism of ballast-flying phenomena by strong wind induced by high-speed trains, wind velocity in the vicinity of the track has been measured using 16-channel Kiel-probe array and detailed flow structure near the surface of the track has been analyzed. The position at which the underflow fully develop has been examined in order to assess the driving force of the turbulent flow under train and the results yields that the turbulent flow owing to the cavity of the inter-car as well as the friction force at the underbody of the train is the main reason of the strong wind under high-speed train. The preceding wind tunnel test results has been introduced to assess the probability of ballast-flying during the passage of the high-speed train by comparing the results from field-measuring. The results shows that when the G7 train as well as the KTX train runs at 300km/h, about 25m/s wind gust is induced just above the tie and the probability for small ballast under 50g to fly is about 50% when it is on the tie. If the G7 train runs at 350km/h, the wind gust just above the tie increases to 30m/s, therefore more radical countermeasure seems to be needed.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 춘계학술대회 논문집
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• pp.229-234
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• 2004

When trains run over a snow-covered track at high speed, the snow accereted under car bodies may drop during train running. The dropped snow lumps scatter the ballast on the track damaging the car body and the environment along the track in snowy regions. In this study, various countermeasures to prevent the ballast from scattering has been investigated and compared. Furthermore, the implementation of the ballast-flying prevention methods to passing-by station has been examined through which the KTX train passes about 300km/h speed.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 추계학술대회 논문집
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• pp.874-879
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• 2004

The Korean high speed train runs at 300 km/h, ballast-flying phenomenon often happens by strong train-wind. It is important to consider the prevention of ballast-flying phenomenon, because the train under-body and fares or walker around a track might be damaged. In this study, Numerical analysis of the under-body flow field of a train and study of heighter-effect were conducted to decrease the speed of under-body. The shape of under-body was simplified for convenience of meshing and analysis. According to results of Taguchi's design by orthogonal arrays, a height of tie is dominant in the flow field, so if the heighter is installed on tie, the speed of under-body might be decreased. To apply the result of this study is useful to build a new high-speed-line might be expected.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2003년도 추계학술대회 논문집(III)
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• pp.275-280
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• 2003

The Korean high speed train is designed to run at very high speed such as 350km/h. At this time, ballast in roadbed is dispersed by high speed air flow and this hits the substructure of the train. It becomes the factor of damaging the train. To investigate the main factor and possibility of ballast dispersion, the substructure flow is measured by Kiel-Probe Array System at G7 train experiment. And the wind tunnel experiment is performed with ballast in our research. Also CFD analysis is performed by assuming that the flow field is 2D and using simple shaped cross-tie and flat substructure of the train. By comparing the experimental results and CFD analysis, the accuracy of the analysis is checked. They will become the basic research data for the analysis and optimization of train substructure to prevent the ballast dispersion.