• 한국산학기술학회논문지
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• 제13권5호
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• pp.1969-1975
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• 2012

대형 상용 차량에 사용되는 에어 브레이크 시스템은 제동시 상대적으로 응답 시간이 길고 압력 손실이 크게 발생한다. 제동 시간은 파이프 시스템의 적절한 설계에 의해서 최소화 시킬 수 있다. 제동 시간은 시스템 압력의 증가, 에어 라인의 감소 및 재질의 변화에 대해 감소시킬 수 있다. 본 연구에서는 상용 트럭에 대한 리그를 구성하여 에어 브레이크의 특성에 대해서 고찰하였다. 해석 프로그램에 대한 신뢰성을 확보하기 위하여 실험 값과 비교하였고, 브레이크 시스템에 영향을 미치는 시스템 압력, 파이프의 재질 및 직경, 탱크와 챔버에서 압력에 대한 온도 영향을 검토하였다.

• 한국지진공학회논문집
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• 제6권5호
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• pp.59-66
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• 2002

철도나 고속철도에서 사용되는 장대레일은 연결부 근처에서 상부구조물간의 변위불일치로 인하여 부가적인 응력이 발생되게 되는데, 이 현상은 단순교에서보다 연속교에서 더 현저하게 나타난다. 철도는 가속과 정지 시의 안전뿐만 아니라 지진상태에서도 탈선이 일어나지 않고 안전하게 정지할 수 있도록 철도구조물의 응력과 변위에서 안전을 보장할 수 있어야 한다. 철도의 안전도를 확보하기 위해 시-제동하중, 온도하중에 의한 레일의 응력에 대한 해석방법은 많은 연구가 이루어져 왔으나, 그 방법이 정적 비선형해석을 바탕으로 하고있어 동적 비선형해석을 필요로 하는 지진하중은 고려되지 못하였다. 그러나, 철도교량의 장대레일과 같이 비선형 거동을 보이는 시스템에서는 교량상판의 상대변위와 레일의 응력과는 선형적인 관계가 정립되지 못하므로, 지진시 열차의 안전한 정지를 확인 하기 위해서는 지진에 대한 영향이 제대로 반영되도록 정적하중인 제동하중과 동적하중인 지진하중을 동시에 재하하여 레일의 응력을 계산하는 동적해석 방법이 요구된다. 본 연구에서는 장대레일을 사용할 때 문제가 되는 레일의 응력을 해석하기 위해 대만고속철도 설계시방서 기준을 만족하는 재료비선형이 고려된 동적해석방법을 개발하였으며 그 방법을 현재 대만에서 연약부지 위에 건설중인 고속철도 연속교에 대한 해석에 적용하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.173-180
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• 2011

Recently, many railway stations are built under the railway line in urban area. The passage of railway vehicles generates mechanical vibrations of a wide range of frequency. Thus, it is required to place structural vibration isolation systems to reduce vibration and noise originating from surrounding environments. This study is to investigate the maximum floating slab length based on track/floating slab interaction analyses. Actions to be taken into account include temperature, braking/acceleration, bending of the deck, and creep/shrinkage. The additional rail stress has been chosen for the criterion for the maximum slab length. In addition, further analyses are performed to include the stopper which restrict the in-plane movement of the floating slab track. Several alternatives for stopper positions were thoroughly studied in this study.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2003년도 ICCAS
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• pp.548-552
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• 2003

In the braking system, the friction force is the most important factor of the design. For long time, many researchers have been strived for getting the exact friction coefficients. But the friction coefficients are affected by the road condition and changed by lots of parameters, such as normal force and characteristics between two contacted materials, temperature, etc. For the development of ABS of the aircraft, HILS(Hardware-In-the-Loop-Simulation) test and dynamometer test was carried out. For the calculation of the friction coefficients, the wheel moments were measured using the load cell mounted on the housing of the wheel. The test conditions were dry and greasy, as the 0.7 and 0.4 in friction coefficient, respectively. In this paper, the test results of the friction coefficients were represented and the improvement method was suggested.

• Tribology and Lubricants
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• 제14권4호
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• pp.29-36
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• 1998

The thermal characteristics of a disk such as temperature distribution, thermal behaviors and thermal stress during a braking operation has been analyzed for a high-speed brake using the finite element method. The maximum stress for a pad loaded against a disk was occurred at the trailing and leading edges of the disk pad at the underlayer-backplate interface. The FEM results indicate that the thermal characteristics of the spot type pad shows good performance compared with those of the flat type pad. Thus, the spot type pad in brake system may be recommended for the high-speed train system.

• 제어로봇시스템학회논문지
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• 제18권6호
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• pp.519-525
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• 2012

Electric brake booster systems replace conventional pneumatic brake boosters with electric motors and rotary-todisplacement mechanisms including ECU (Electronic Control Unit). Electric booster brake systems require precise target pressure tracking and control robustness because vehicle brake systems operate properly given the large range of loading and temperature, actuator saturation, load-dependent friction. Also for the implement of imbedded control system, the controller should be selected considering the limited memory size and the cycle time problem of real brake ECU. In this study, based on these requirements, a sliding mode controller has been chosen and applied considering both model uncertainty and external disturbance. A mathematical model for the electric booster is derived and simulated. The developed sliding mode controller considering chattering problem has been compared with a conventional cascade PID controller. The effectiveness of the controller is demonstrated in some braking cases.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 추계학술대회 논문집
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• pp.1395-1400
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• 2007

Characteristics of the stress on Continuous Welded Rail(CWR) were investigated to apply to design procedure for railway bridge design. Actions due to change in temperature, braking/traction and bending of the deck were considered in this interaction analysis between CWR and bridge deck. The bridge parameters such as static arrangement of the deck and support stiffness were taken into consideration to examine the influence of the parameters on the additional rail stress. The final results of this study, which include the displacement as well as the stress will be presented in the form of the design chart in future.

• 한국윤활학회:학술대회논문집
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• 한국윤활학회 1997년도 제26회 추계학술대회
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• pp.245-255
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• 1997

The thermal characteristics of a disk such as temperature distribution, thermal behaviours and thermal stress during a braking operation has been analyzed for a high-speed train using the finite element method. The maximum stress for a pad loaded against a disk was occurred at the trailing and leading edges of the disk pad at the underlayer-backplate interface. The FEM results indictate that the thermal characterisics of the spot type pad shows good performance compared with those of the flat type pad. Thus, the spot type pad in brake system may be recommended for the high-speed train system.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2009년도 춘계학술대회 논문집
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• pp.505-515
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• 2009

In railway bridges, various loads including train load, transverse load and braking force are applied to continuous CWR or semi-continuous longer rail located on non-continuous bridge superstructures. The rail-girder interaction due to thermal expansion is also very complex in railway bridges because the thermal characteristics for each of the rails and girder are quite different. Recently, the bridge retrofits for seismic loads were performed on bridges not designed for these loads. These retrofits may however have limitations with respect to rail-girder interactions because, in general these retrofits address issues related only to seismic loads. In this study of seismic evaluations for railway bridges, the load effects on the bridge rails from the road beds through the continuous rails shall be considered. Practical methods will be proposed which will increase the railway stability. For this, rail-girder interaction analyses due to train loads, temperature changes and seismic loads were performed and the results reviewed from a practical point of view.

• 대한기계학회논문집A
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• 제28권11호
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• pp.1692-1696
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• 2004

This paper presents the thermally induced hot spot characteristics of rubbing surface in the friction pad disk brake. During the braking period, the rubbing surface with irregular asperities that are strongly engaged in rough surface, wear, and deformed surface due to a friction heating may produce an irregular distorted geometry of the disk surface. The tribological interactions between the disk and the pads are unstable if the contact stress is severe, in which the irregularity develops the contact pressure distribution, leading eventually to localized contact, high temperature and formation of hot spots. The computed results of contact spots that are simulated using a coupled thermal-mechanical analysis present sinusoidal distortions and localized extrusions of the disk surface, which are strongly related to a hot spot in the practical disk brake.