• 한국도로학회논문집
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• 제17권3호
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• pp.125-132
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• 2015

PURPOSES : The present study aims to evaluate the added $CO_2$ emissions incurred from accelerating operation when to increase the speed up to the allowed level. METHODS : The methodology used are basically the relationship between emission rates and vehicle speeds or acceleration rate. These rates together are used to calculate the added $CO_2$ emissions incurred from accelerating operation. RESULTS : It was resulted that the all the emission rates are increasing proportionally to vehicle speeds or acceleration rates. Additionally, it was also resulted that allowable speeds increasing, the added emission rates are increasing rapidly. CONCLUSIONS : It may be concluded that if the allowable speed ranges are managed, $CO_2$ emissions during vehicle operation are much reduced. From this reason, it was found that the allowable speed during highway design and operation would be much necessary

• 한국안전학회지
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• 제33권2호
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• pp.145-151
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• 2018

In this study, the track-bridge interaction analysis was performed using an analytical model considering the track structure, thereby taking into account the linear conditions (R=650 m, cant variation $160{\pm}60mm$) and the dynamic characteristics of the bridge. As a result of the study, the allowable speed on the example bridge considered was calculated at 200 km/h based on vertical deflection, vertical acceleration, and irregularity in longitudinal level, but was also evaluated at 170km/h based on the coefficient of derailment, wheel load reduction, and lateral displacement of the rail head. It is considered desirable to set the speed 170km/h to the speed limit in order to secure the safety of both the bridge and the track. It is judged that there will be no problems with ensuring rail protection and train stability in the speed band.

• 한국항공우주학회지
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• 제49권5호
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• pp.437-446
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• 2021

비행체의 속도가 빨라질수록, 비행 시 발생하는 공력 가열이 커진다. 고속 비행체의 속도가 빨라지면서 비행체의 외피는 수백 ℃까지 가열되기도 하며, 동시에 동체 내부의 전자장비들도 함께 가열되어 상대적으로 사용온도가 낮은 전자장비들의 열적 안전성이 위협받기 시작하였다. 이에 따라 개발 단계에서 전자장비의 온도 예측 및 외부시스템을 이용한 온도 조절 등 장비의 열적 안전성을 예측하고, 이를 확보하기 위한 다양한 시도가 있었다. 본 논문에서는 일회성 고속 비행체 내 장비의 열적 안전성을 예측할 수 있는 열 해석 모델을 구축하는 기술을 개발하였다. 장비 내부의 열전달 특성을 파악하기 위한 간단한 지상 모사실험을 수행하였고, 그 결과를 바탕으로 열전달 특성을 모사한 열 해석모델을 구축하였다. 이 기술을 활용하여 장비 열 해석 모델을 구축한다면, 비행 시장비 내부 구성품별 온도 변화를 예측할 수 있고, 더 나아가 열에 가장 취약한 특정 소자의 온도를 예측할 수 있기 때문에 더 정밀한 열적 안전성 예측이 가능하다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.1922-1928
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• 2011

The rail inclination produces a wider bearing area between the wheel and the rail by moving the wheel rail contact area away from the gauge towards the centre of the railhead, thus improving the wear pattern of the railhead and wheel treads. It is essential to keep the rail inclination within the allowable range to ensure optimum track geometry. Neglecting the rail inclination geometrical parameters in a track quality evaluation can cause safety of railway vehicle and serviceability problems. In this paper, we examined the effect of the rail inclination in general geometry state of the railway track using VI-Rail and analyzed running safety when the railway vehicle passing through curves depending on change of the rail inclination and running speed.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.1142-1147
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• 2011

The rail cant produces a wider bearing area between the wheel and the rail by moving the wheel-rail contact area away from the gauge towards the centre of the railhead, thus improving the wear pattern of the railhead and wheel treads. It is essential to keep the rail cant within the allowable range to ensure optimum track geometry. Neglecting the rail cant geometrical parameters in a track quality evaluation can cause safety of railway vehicle and serviceability problems. In this paper, we examined the effect of the rail cant in general geometry state of the railway track using VI-Rail and analyzed running safety when the railway vehicle passing through curves depending on change of the rail cant and running speed.

• 한국정밀공학회지
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• 제31권5호
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• pp.411-416
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• 2014

In this research we present design optimization methods for a vehicle-mounted satellite antenna positioner. Our initial antenna positioner was conservatively designed to satisfy a worst case scenario where wind blew across the positioner at the speed of 120 km/h. Investigating stresses and safety based on Finite Element Methods (FEM), we find reflector support frames can be optimized to significantly reduce the weight of the positioner system. Thus, we optimize the reflector support frame from the given initial design while considering weight, maximum stress, maximum allowable deflection, cross section, and thickness. As a result, Shape C and the thickness of 2 mm are determined for the cross section of the reflector support frame. Applying this result, the weight of the new antenna positioner is 57.343 kg, which is decreased by 10.74% compared to the initial conservative design.

• 자동차안전학회지
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• 제8권3호
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• pp.22-27
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• 2016

As a preliminary research to provide amendment for the engine performance test regulation of two-wheeled vehicles, the engine performance data are investigated in terms of maximum torque, rated power, and engine speed of motorcycles on sales in Korean market. Based on the engine performance database officially published to consumers, some forecasted problems are discussed when the maximum torque and the rated power are measured under the present test standards. EU and Korea regulations on engine performance test are carefully compared in terms of the accuracy of measurement devices, test procedures including data acquisition method, and allowable range of rated power measurement. Complementary items are discussed to eliminate ambiguities in the present regulation and to construct rational regulation system.

• 한국지반공학회논문집
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• 제31권9호
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• pp.29-38
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• 2015

이 연구에서는 열차가 교량 접속부를 통과하면서 발생되는 동적상호작용 문제를 유한요소해석프로그램을 이용하여 검토하였다. 해석대상구간에서의 궤도틀림조건은 부등침하량을 삼각함수를 이용하여 이상화하고, 철도공사 선로 보수기준을 만족하는 최대 궤도틀림 한계치를 해석조건으로 설정하였다. 해석대상이 되는 접속부 구조물의 체결장치 아래 부분은 모두 3차원 입체요소로 모형화하였으며, 해석비용을 줄이기 위하여 1/2 궤도부분만을 모형화하였다. 경계조건은 평면변형률상태에 준하는 것으로 차량-궤도 동적상호작용해석을 수행하였다. 국내 콘크리트궤도용 표준 접속부에서의 궤도틀림에 따른 열차 주행시 동적상호작용해석을 수행하여 윤중감소율과 차체수직진동가속도를 살펴보았으며, 접속부의 시멘트 안정처리골재, 일반골재, 일반토사구간에서의 발생된 최대 Mises응력으로 동적거동을 평가하였다.