• Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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• 1993.04a
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• pp.97-107
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• 1993

프시톤 형상에 관한 연구는 엔진의 열효율을 상승시키는데 중점을 두었으나 캘리포니아주의 환경 관련 법안을 계기로 공해 물질의 배출을 중이는 방향으로 연구가 이루어지고 있다. 즉, 실린더내의 최고 온도와 압력을 적정한 수준에서 조절하여 공해물질의 방출을 극소화시키면서 열효율을 높힐 수 있는 방안에 대한 연구를 많이 진행하고 있다. 본 논문은 유한요소법을 이용하여 저마찰 패드식 피스톤에 대한 트라이볼로지적 해석으로 피스톤의 편심에 따른 압력 분포도 해석, 마찰력과 피스톤의 동특성에 대하여 알아보고자 한다. 이들을 해석하기 위한 가장 중요한 역학적 상태량은 피스톤 표면의 압력 분포와 피스톤의 편심량이며 특히, 압력 분포 해석은 피스톤의 유막 설계시 기본이 된다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.10 no.11
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• pp.3274-3279
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• 2009

The elutriation characteristics of particle size distribution were investigated in a gas-solid fluidized bed. Experiments were carried out with the mulit-sized particles of Gaussian distributions. The elutriation rate constant obtained from the experiment was correlated with the standard deviation of particle size and the dimensionless group of the velocity ratio. The standard deviation of pressure fluctuation, mean pressure, major frequency and power spectrum density function were calculated by pressure fluctuation properties. Size distribution of elutriated particles and pressure fluctuations were measured for the particle size distribution of particle system depended largrly on the size distribution. Characteristics of fluidization and elutriation were greatly influenced by the particle size distribution and these characteristics could be interpreted with pressure fluctuation properties.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.1B
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• pp.83-90
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• 2009

This study describes the characteristics of distribution of lift-force acting under pier deck through physical experiment. The shape of peak wave pressure was sharp when compressed air existed but was not sharp without that. Values of lift-force was different between edge point and center point in the same block. Distribution of lift-force was expressed differently owing to dimensionless of deck length (l/L), wave steepness (H/L), clearance height per wave height (D/H). The dimensionless factor of D/H affected on the lift-force the clearance between still water surface and decks. This decided the maximum of lift-force. In the case of the same values of D/H, the lift-force are changed by the wave steepness (H/L). Because (D/H) become smaller as the wave steepness (H/L) is increased the height of decks must be decided with the condition which don't have the clearance with $D_{max}$ for the stable design of deck of pier. Effect of reducing lift force was greater in the on-shore than the off-shore according to compressed air existence. This researches points out that design of deck should retain compressed air in order to reduce wave lift force.

• Journal of the korean Society of Automotive Engineers
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• v.5 no.3
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• pp.56-63
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• 1983

강성체로된 견인물체가 탄성무한경면으로 지지된 점탄성층 위를 미끄러져 갈 때 접촉구간에서의 압력분포와 마찰 특성을 고찰하였다. 즉, 접촉구간에서의 강성체의 모양과 압력분포에 관한 적분 방정식을 구하고, 점탄성층의 두께가 접촉구간에 비하여 충분히 두꺼울 때 압력분포와 마찰계 수의 근사해를 구하였다. 압력분포의 모양은 점탄성층의 물성을 표시하는 지수값, 즉 .alpha.<1/2, .alpha.=1/2, .alpha.>1/2에 따라서 크게 다르다. 한편, 수치해석에 의하면 마찰 계수에 대한 근 사해는 강성체의 미끄럼 속도, 점탄성 층의 두께, 탄성체의 영율 (E$_{o}$ )과 점탄성층의 시효 성탄성계수 (E$_{v}$ )의 차, 즉 E$_{o}$ /E$_{v}$ 에 따라 변화함을 알 수 있다. 즉, 탄성체가 점탄성층에 비하여 딱딱하면 할수록, 또 강성체 속도가 느리면 느릴수록 마찰계수는 작아진다. 그리고 불성의 지수(.alpha.)가 커지면 커질수록 근사해의 수렵 속도는 느려지게 되고 지 수(.alpha.)가 1에 가까워지면 점탄성층의 탄성효과는 점성효과에 비하여 거의 무시할 수 있으며 근사해는 의미가 없어지게 된다.

• Journal of Advanced Marine Engineering and Technology
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• v.38 no.9
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• pp.1106-1111
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• 2014

This paper has a purpose to find out the characteristics of pressure distribution according to the POD shape installed in the Hydrofoil vessel, using the CFD. The results showed that as we cut the POD cross-section's basic shape along the x-axis from 0 to 8cm, the viscous resistance had decreased, but then the pressure resistance had increased modestly. However, the cutoff length of POD cross-section shape has close to 9cm, the viscous drag had increased and the pressure drag had decreased. As a result, we found out that the pressure resistance made more effects in POD shape than the viscous resistance, and the total resistance decreased near the 9cm of cutoff length.

• Journal of the Korean Society of Hazard Mitigation
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• v.9 no.3
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• pp.89-94
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• 2009

The stack effect in high-rise buildings is expected more significant at nights in winter due to the large temperature difference between the inside and outside of the buildings. However, the existence of large openings such as natural ventilators on the floor may effect the position of neutral plane, smoke spread at fire and thus obstruct the door openings for rescue. In this paper, the vertical and horizontal pressure distribution with different openings of natural smoke ventilators was experimentally analyzed by investigating pressure differentials.

• Proceedings of the Korea Water Resources Association Conference
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• 2010.05a
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• pp.228-232
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• 2010

두 가지 어류 이동용 여수로 설계안에 대하여 유한요소법 기반의 레블�V 기법을 이용하여 흐름을 모의하고 적용성을 검토하였다. 첫 번째 설계안은 저수지에서 여수로로 직각 형태의 유입부를 가지고 있으며, 두 번째 설계안은 부드러운 곡면 형태의 유입부를 가지고 있다. 수치해석 결과를 자유수면의 위치, 압력분포 등의 특성을 중심으로 여수로 수리모형 실험 결과와 비교하였다. 그 결과, 직각 형태의 유입부를 갖는 설계안의 경우, 유입부의 응력분포의 영향으로, 평탄하지 않은 자유수면형과 압력분포를 보이는 것을 관찰할 수 있었다. 반면에 곡선형태의 유입부를 갖는 여수로의 경우에는 수면형과 압력분포에서 완만한 변화를 보이는 것이 관측되었다. 여수로 정상부에서 대기압보다 작은 부압의 분포는 두 가지 설계안 모두 비슷한 분포를 보였다. 여수로의 출구부에서는 측면부에서는 와류의 영향으로 인하여 수면의 상승을 관찰할 수 있었다. 결론으로서 곡면 유입부 형태의 여수로가 완만한 천이역을 갖고 있으며, 어류이동측면에서 유리함을 확인할 수 있었다.

• Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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• 1987.06a
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• pp.57-60
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• 1987

근래에 들어 축의 고속회전이 요구되고 윤활제로 물이나 액체금속과 같은 동점성계수가 낮은 윤활제가 사용됨에 따라 베어링내의 유동은 층류상태를 벗어난 난류상태에 이르고 있다. 이와같이 고속에서 사용되는 저어널베어링에서의 윤활제의 유동은 더욱 복잡하게 되어 이들에 대한 정확한 특성을 예측하기 위한 연구가 필요하게 되었다. 최근에는 열유체윤활에 대한 연구가 행하여지고 있으나 저어널베어링의 온도특성에 대한 실험적 연구는 부족한 상태이다. 그리고 저어널의 하중을 지지하는 유막내의 압력에 대한 실험을 보면 거의 베어링면에서 국부적으로 측정하므로 유막에서 발생하는 압력의 분포를 정확히 알기는 어렵다. 본 연구에서는 저어널의 중앙단면에 압력계를 부착하여 연속적인 압력분포를 측정하고 베어링내면의 온도분포를 측정하며 편심율과 위상각, 배유량을 측정하여 저어널베어링의 성능특성을 예측하기 위한 실험자료를 제공하는 것을 목적으로 한다.

• Journal of the Korean Geotechnical Society
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• v.20 no.4
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• pp.89-102
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• 2004

The generated blasting pressure wave initiated under decoupled-charge condition is a function of peak blasting pressure, rise time, and wave-shape function. The peak blasting pressure and the rise time are also the function of explosive and rock properties. The probabilistic distributions of explosive and rock properties are derived from the results of their property tests. Since the probabilistic distributions of explosive and rock properties displayed a normal distribution, the peak blasting pressure and the rise time can also be regarded as a normal distribution. Parameter analysis and uncertainty analysis were performed to identify the most influential parameter that affects the peak blasting pressure and the rise time. Even though the explosive properties were found to be the most influential parameters on the peak blasting pressure and the rise time from the parameter analyses, the result of uncertainty analysis showed that rock properties constituted major uncertainties in estimating the peak blasting pressure and the rise time rather than explosive properties. Damage and overbreak of the remaining rock around the excavation line induced by blasting were evaluated by dynamic numerical analysis. A user-subroutine to estimate the rock damage was coded based on the continuum damage mechanics. This subroutine was linked to a commercial program called 'ABAQUS/Explicit'. The results of dynamic numerical analysis showed that the rock damages generated by the initiation of stopping hole were larger than those from the initiation of contour hole. Several methods to minimize those damages were proposed such as relocation of stopping hole, detailed subdivision of rock classification, and so on. It was found that fracture probability criteria and fractured zones could be distinctively identified by applying fuzzy-random probability.

• Journal of Korean Tunnelling and Underground Space Association
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• v.5 no.4
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• pp.337-348
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• 2003

The propagation mechanism of a detonation pressure with fully coupled charge is clarified and the blasting pressure propagated in rock mass is derived from the application of shock wave theory. The blasting pressure was a function of detonation velocity, isentropic exponent, explosive density, Hugoniot parameters, and rock density. Probabilistic distribution is obtained by using explosion tests on emulsion and rock property tests on granite in Seoul and then the probabilistic distribution of the blasting pressure is derived from the above mentioned properties. The probabilistic distributions of explosive properties and rock properties show a normal distribution so that the blasting pressure propagated in rock can be also regarded as a normal distribution. Parametric analysis was performed to pinpoint the most influential parameter that affects the blasting pressure and it was found that the detonation velocity is the most sensitive parameter. Moreover, uncertainty analysis was performed to figure out the effect of each parameter uncertainty on the uncertainty of blasting pressure. Its result showed that uncertainty of natural rock properties constitutes the main portion of blasting pressure uncertainty rather than that of explosive properties. In other words, since rock property uncertainty is much larger than detonation velocity uncertainty the blasting pressure uncertainty is more influenced by the former than by the latter even though the detonation velocity is found to be the most influencing parameter on the blasting pressure.