• 한국철도학회논문집
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• 제12권5호
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• pp.678-686
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• 2009

국내에서 개발된 한국형 틸팅열차는 현재 시제차량 제작을 마치고, 충북선을 시작으로 시운전 시험이 단계적으로 진행되고 있다. 시운전 시험에서는 한국형 틸팅열차의 시스템 안정화를 위해 차량 외에 궤도, 구조물, 전차선, 신호 등 각 시스템 상호간의 인터페이스 검증이 필요하며, 선로구축물 분야에서는 개발차량의 증속이 궤도구조에 미치는 영향을 비롯한 궤도부담력 검토를 통해 궤도구조의 안정성과 주행안정성 평가가 수행되어야 한다. 따라서 본 연구에 서는 완화곡선구간을 주행하는 틸팅차량(한빛200호), 고속차량(KTX) 및 일반차량(무궁화)에 의해 궤도에서 발생하는 동적 윤중 및 횡압을 측정하였다. 측정데이터를 통해 차종별 주행패턴을 비교하고 윤중과 횡압의 증감율을 확률적으로 분석하였다. 분석결과, 고정식 대치구조를 갖는 기존 차량의 캔트변화에 따른 발생 윤중 및 횡압의 분포범위는 일정 범위 내에서 작은 편차로 분포하였다. 반면 진자식 대차구조인 틸팅차량의 경우 캔트변화에 따른 차체의 틸팅작용에 의해 비교적 넓은 범위에 큰 편차로 궤도작용력이 분포하는 것으로 나타났다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2002년도 춘계학술대회 논문집
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• pp.411-416
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• 2002

The strength evaluation of a wheel is becoming very important due to the high speed of railway system and the reduction of wheel weight. Therefore, in this study, the influence of thermal stress at tread breaking in Korean High Speed Train wheel was investigated using FEM. During FEM analysis, the mechanical load or wheel-rail contract load and braking load were considered. When 300% of the block force was applied, the maximum von Mises stress of 61.0 ㎫ was found at the outside plate around 400mm far away from the wheel center.

• 한국산학기술학회논문지
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• 제17권1호
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• pp.119-125
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• 2016

본 논문에서는 기존 휠-레일 고속열차에 자기부상열차의 추진방법을 적용한 하이브리드 방식의 고속열차의 주행 동특성에 대해서 연구하였다. 초전도 선형동기전동기를 추진 동력으로 하는 휠-레일 방식의 고속열차는 강력한 추진력을 지니면서도 자기부상열차에 비해 기존 선로와의 호환성 및 경제성 측면에서 유리할 것으로 예상된다. 본 논문에서는 초전도 선형동기전동기를 기존의 휠-레일 고속철도에 적용하는 두 가지 방안에 대해서, 초전도 선형동기전동기 추진이 휠-레일 고속열차의 동특성에 미치는 영향을 살펴보기 위하여 초전도 선형동기전동기의 회전자와 고정자의 상호 작용을 검토하고 이를 포함한 차량의 동특성 모델을 구축하였다. 구축된 모델을 이용한 시뮬레이션을 통해 초전도 선형동기전동기의 회전자와 고정자의 상호 작용이 주행 중 고속 안정성, 승차감 및 가이드웨이 불규칙도에 미는 영향을 분석하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 1998년도 추계학술대회 논문집
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• pp.429-436
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• 1998

In this paper, we derive the algorithm for calculating contact point between wheel and rail and develop the method for track modeling. The proposed methods use travelling distance to represent track center line poistion vector and track orientation with respect to Newtonian reference frame. The proposed methods can be easily used in multibody dynamic analysis. Two numerical examples are given to verify the validity of the proposed methods.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.162-166
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• 2011

In railway, Tie supports rail and plays a role that distribute train load to the ballast. Also, Tie and ballast resist against external force and fix the track position. But, weakening resistance of ballast and tie cause vertical displacement of tie and track irregularity. For reinforcement of track stiffness and reduction of track irregularity, KORAIL has developed Multi Branch type tie(GLORY Tie) that reinforced resistance than general PCT and installed in order to test in the field. This study measured and analyzed lateral resistance of ballast, wheel load of rail, bending strain of rail foot, vertical displacement and vibration acceleration of tie in order to evaluate performance of Multi Branch type tie in the field. According to the results of test, Multi Branch tie is excellent than general tie about lateral resistance of ballast and vertical displacement of tie. And, gap of measurement value between Multi Branch type tie and general tie about wheel load of rail, bending strain of rail foot were very small.

• 한국철도학회논문집
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• 제16권2호
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• pp.93-98
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• 2013

Railway system is today the most efficient way for transportation in many cases in several forms of application. Yet, wear phenomenon, profile evolution, fatigue, fracture, derailment are the major worries (financial and safety) in this system which force significant direct and indirect maintenance costs. To improve the cyclic maintenance procedures and the safety issues, it can be very satisfactory to be informed of the state of wheel/rail interaction with mileage. In present paper, an investigation of the behavior of the shear stresses by logged distance is approached, by implementing the field measurement procedure, in order to determine the real conduct of the most important cause of defects in wheel/rail contact, shear stress. The results coming from a simulation procedure indicate that the amounts of shear stresses are still in high-magnitudes when the wheel and rail are completely worn; even though in simulation based on the laboratory measurements of profile evolutions, the stresses become significantly reduced by logged distance.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 추계학술대회 논문집
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• pp.131-139
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• 2005

It is very difficult to analyze the dynamic characteristic because tilting vehicle is a very complex system which are connected various mass element with tilting system. To realize and analyze actual phenomenon has restriction that usual commercial software calculates creep force under creep theory about wheel -rail contact mechanism as basic analyzing, and approach about contact point are based on two dimensional non-linear contact theory and simplified Hertzian contact which considers just displacement change on the YZ plain. Therefore, to solve these problems there should be a new approach difference with existing one. In this research, a new algorithm for finding wheel-rail contact position, calculation method of contact force and applied force will be presented.

• 한국철도학회논문집
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• 제5권3호
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• pp.167-173
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• 2002

The influence of thermal stress at tread breaking in Korean High Speed Train wheel was investigated using the coupled thermal-mechanical analysis technique. The mechanical load or wheel-rail contract load and braking load were considered during FEM analysis. During the stop braking, the effect of mechanical stress on the combined stress is relatively larger than that of thermal stress in the rim of wheel. However, the effect of thermal stress is relatively larger than that of mechanical stress in the plate of wheel. When 300% of the block force was applied, the maximum von Mises stress of 61.0 MPa was found at the outside plate around 400 mm far away from the wheel center.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 춘계학술대회 논문집
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• pp.613-618
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• 2004

Is confirming safety of derailment when wish to develop new vehicles or upgrade running speed of vehicles. This means the measure of wheel load and lateral force that act between wheel and rail. So far, problem in continuous measuring method of derailment coefficient was sensitivity decline and noise growth. This research supplemented these problems by composition of new bridge circuit.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.874-882
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• 2008

In a domestic, HSR-350x which has the maximum speed 350km/h was developed and then next, the next generation high speed train which has the maximum speed 400km/h has still been developing. With developing the next generation high speed railway, there need to be a general plan to make sure of dynamic safety though the a study on the crack and failure of rail by rolling contact fatigue. Therefore, this study investigated occurring stress of rail according to the track quality, train velocity, wheel radius, track stiffness, distance between sleepers, axial force using Eisenmann's equations. For the more, via the finite element method, it investigated shear force on the rail head which could be changed by the early crack length, angle and temperature. As a result, this study confirmed the main elements which effect on the fatigue life cycle of rail.