• Wind and Structures
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• 제23권5호
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• pp.465-483
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• 2016

This study aims to enhance the understanding of the surface pressure distribution around rectangular bodies, by considering aspects such as the suction pressure at the leading edge on the top and side faces when the body aspect ratio and wind direction are changed. We carried out wind tunnel measurements and numerical simulations of flow around a series of rectangular bodies (a cube and two rectangular bodies) that were placed in a deep turbulent boundary layer. Based on a modern numerical platform, the Navier-Stokes equations with the typical two-equation model (i.e., the standard $k-{\varepsilon}$ model) were solved, and the results were compared with the wind tunnel measurement data. Regarding the turbulence model, the results of the $k-{\varepsilon}$ model are in overall agreement with the experimental results, including the existing data. However, because of the blockage effects in the computational domain, the pressure recovery region is underpredicted compared to the experimental data. In addition, the $k-{\varepsilon}$ model sometimes will fail to capture the exact flow features. The primary emphasis in this study is on the flow characteristics around rectangular bodies with various aspect ratios and approaching wind directions. The aspect ratio and wind direction influence the type of wake that is generated and ultimately the structural loading and pressure, and in particular, the structural excitation. The results show that the surface pressure variation is highly dependent upon the approaching wind direction, especially on the top and side faces of the cube. In addition, the transverse width has a substantial effect on the variations in surface pressure around the bodies, while the longitudinal length has less influence compared to the transverse width.

• 한국대기환경학회지
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• 제20권1호
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• pp.47-58
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• 2004

The $textsc{k}$-$\varepsilon$ algebraic stress model (KEASM) was applied to atmospheric dispersion simulation using the Lagrangian particle dispersion model and was compared with the most popular turbulence closure model in the field of atmospheric simulation, the Mellor-Yamada (MY) model. KEASM has been rarely applied to atmospheric simulation, but it includes the pressure redistribution effect of buoyancy due to heat and momentum fluxes. On the other hand, such effect is excluded from MY model. In the simulation study, the difference in the two turbulence models was reflected to both the turbulent velocity and the Lagrangian time scale. There was little difference in the vertical diffusion coefficient $\sigma$$_{z}$. However, the horizontal diffusion coefficient or calculated by KEASM was larger than that by MY model, coincided with the Pasquill-Gifford (PG) chart. The applicability of KEASM to atmospheric simulations was demonstrated by the simulations.s.

• 대한토목학회논문집
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• 제28권6B호
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• pp.643-651
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• 2008

본 연구에서는 횡방향 언덕-저면의 하상형상을 갖는 개수로 흐름을 수치모의 하였다. 곡선좌표계에 대한 지배방정식을 유도하고, 난류폐합을 위해 Speziale(1987)가 제안한 비선형 $k-{\varepsilon}$ 모형을 이용하였다. 개발된 모형의 개수로 흐름에 대한 적용성 및 모형 상수의 민감도를 분석하기 위해 직사각형 개수로 흐름을 수치모의 하였다. 그 결과 모형상수 $C_D$와 $C_E$는 각각 이차흐름 강도 및 난류의 비등방성에 영향을 미치는 것으로 확인되었다. 또한 비선형 $k-{\varepsilon}$ 모형이 자유수면에서 발생되는 난류의 비등방성을 정확히 모의할 수 없는 것으로 나타났으나, 전반적인 이차흐름 분포는 비교적 잘 예측하는 것으로 확인되었다. 한편 개발된 모형을 이용하여 횡방향 하상형상을 갖는 개수로 흐름을 수치모의하고 기존의 실험 결과와 비교하였다. 그 결과 비선형 $k-{\varepsilon}$ 모형이 하상형상의 언덕과 저면에서 발생되는 상향류 및 하향류를 비교적 정확히 예측하는 것으로 나타났으며, 계산된 주흐름방향 평균유속 및 난류구조 역시 기존의 실험 결과와 잘 일치하였다. 그러나 비선형 $k-{\varepsilon}$ 모형은 하상형상의 저면을 향하는 하향류를 과소 산정하는 것으로 확인되었다.

• 한국해양공학회지
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• 제11권2호
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• pp.100-106
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• 1997

Viscous flow around an actual ship is calculated by an use of RANS(Reynolds-averaged Navier-Stokes) solver. Reynolds stress is modelled by using k-$\varepsilon$ turbulence model and the law of wall is applied near the body. Body fitted coordinates are introduced for the treatment of the complex boundary of the ship hull form. The transformed equations in the computational domain are numerically solved by an employment of FVM(Finite Volume Method). SIMPLE(Semi-Implcit Pressure Linked Equation) method is adopted in the calculation of pressure and the solution of the disssssssscretized equation is obtained by the line-by-line method with the use of TDMA(Tri-Diagonal Matrix Algorithme). The subject ship model of actual calculation is 4,410 TEU class container carrier. For 4 geosim models the calculated viscous resistancce values are compared with the model test results and analyzed on their componentss. The resistance performance of an actual ship is predicted very resonably, so this mothod may be utilized as a design tool of hull form.

• 한국자동차공학회논문집
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• 제2권1호
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• pp.26-37
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• 1994

In this study, flow of a model intake port/valve system is analyzed by using low Reynolds number $k-{\varepsilon}$ model. Discharge coefficient was obtained from computational results for the various cases of valve lifts. Discharge coefficient becomes maximum when the valve lift is 20mm, and does not increase or decrease in proportional to valve lift. Most of pressure drop and production of turbulent kinetic energy occur at the edge points of the valve and the valve seat Thus, in order to improve discharge coefficient, rounding of edge points in valve and valve seat is recommended. As valve lift is increased, the velocity of the intake jet in the valve passage decreases, and the direction of the jet is more inclined toward the valve seat.

• 한국진공학회지
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• 제9권3호
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• pp.242-248
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• 2000

고주파 스퍼터링 방법으로 증착조건을 변화시키면서 BST 박막을 제작하였다. 증착온도가 높을수록, Ar/O$_2$비가 적을수록 우수한 전기적 특성을 보였다. 누설전류 전도기구를 분석하기 위해 Schottky모델과 modified-Schottky모델을 도입하였다. BST 박막의 누설전류 전도기구는 기존의 Schottky모델이 아니라 modified-Schottky 모델을 따른다는 것을 알았다. Modified-Schottky 모델을 사용하여 광학유전상수 $\varepsilon$=4.9, 이동도 $\mu$=0.019 $\textrm{cm}^2$/V-s, 그리고 장벽높이 $\phi_b$ =0.79 eV를 구하였다.

• 콘크리트학회논문집
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• 제13권3호
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• pp.251-260
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• 2001

반복하중을 받는 철근콘크리트 보의 연성능력을 예측하기 위하여 철근콘크리트 보의 부재 축방향 변형률 ミx값의 예측이 필요하다. 가력이력이 다른 9개의 철근콘크리트 보의 실험에 의하면 축방향 변형률 $\varepsilon$$_{x}$는 부재 회전각과 하중이력에 의하여 큰 영향을 받는다 이 논문에서는 하중이력의 영향을 평가할 수 있는 $\varepsilon$$_{x}$의 모델 및 평가식이 제안되었다. 연구에서는 단면 해석법을 통하여 하중이력에 따른 $\varepsilon$$_{x}$의 변화를 고찰한 후, 단면해석과 실험결과를 근거로 하여 $\varepsilon$$_{x}$의 모델을 제안하였다. 제안된 모델은 부재 축방향 변형률을 다음의 4가지 경로로 구분하였다. 경로 1 : 휨항복 이전 또는 제하(除荷)시 $\varepsilon$$_{x}$의 기울기의 증감(增減)률은 동일하다. 경로 2 : 휨항복 이후 $\varepsilon$$_{x}$는 급격히 증가한다. 경로 3 : 사인장 균열의 폭이 닫혀지는 미끌림 구간으로 $\varepsilon$$_{x}$는 변화하지 않는다. 경로 4 : 동일한 부재 회전각 R$_{m}$ 에서 반복하중을 받을 경우 $\varepsilon$$_{x}$는 반복하중의 수에 반비례하여 증가한다. 부재 축방향 변형률을 예측하기 위하여 제안된 식은 하중이력이 다른 9개 철근콘크리트 보의 실제 $\varepsilon$$_{x}$값을 최대 15% 차이에서 추적하였고, 하중이력의 차이에 의한 $\varepsilon$$_{x}$값의 변화를 평가하였다.

• 한국추진공학회지
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• 제17권1호
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• pp.61-69
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• 2013

핀틀 움직임에 의해 발생되는 큰 유동박리에 대해 적합한 2-방정식 난류모델의 압축성계수 보정모델을 판단하기 위하여 수치적 연구를 수행하였다. 난류모델은 저 레이놀즈수 k-${\varepsilon}$ 모델과 k-${\omega}$ SST 모델에 압축성 보정 모델(Wilcox와 Sarkar 모델)을 적용하여, 핀틀 노즐의 세부유동장을 관찰하고 노즐 벽면에서의 압력을 실험데이터와 비교 분석하였다. 마하디스크(Mach disk)의 위치와 박리영역에서의 압력 회복 형태는 난류모델에 따라 다르게 나타났으며, 각 난류모델에 압축성 보정을 적용하여 유동 박리 포획의 정확도를 개선하였다. 압축성이 보정된 k-${\varepsilon}$ 모델이 실험결과와 매우 잘 일치하였다.

• Coupled systems mechanics
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• 제8권4호
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• pp.339-350
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• 2019

A numerical simulation of the incompressible multiphase hydraulic jump flow was performed to compare the interface prediction through the use of the three RANS turbulence models: $k-{\varepsilon}$, $RNGk-{\varepsilon}$ and SST $k-{\omega}$. A three dimensional no submerged hydraulic jump and a two dimensional submerged hydraulic jump were modeled. Both the geometry and the mesh were created using the open source Gmsh code. The project's geometry consists of a rectangular channel with length and height differences between the two dimensional and three dimensional simulations. Uniform hexahedral cells were used for the mesh. Three refining meshes were constructed to allow to verify simulation convergence. The Volume of Fluid (abbr. VOF) method was used for treatment of the air-water surface. The turbulence models were evaluated in three distinct set up configurations to provide a greater accuracy in the flow representation. In the two-dimensional analysis of a submerged hydraulic jump simulation, the turbulence model RNG RNG $k-{\varepsilon}$ provided a better interface adjust with the experimental results than the model $k-{\varepsilon}$ and SST $k-{\omega}$. In the three-dimensional simulation of a no-submerged hydraulic jump the k-# showed better results than the SST $k-{\omega}$ and RNG $k-{\varepsilon}$ capturing the height and length of the ledge with a better fit with the experimental results.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2007년도 정기총회 및 학술발표대회
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• pp.159-162
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• 2007

The numerical efforts are presented for investigation of irregular waves passing a slit cassion and a warock block breakwater. In the numerical model, the Reynolds equations are solved by a finite difference method and $k-\varepsilon$ model is employed for the turbulence analysis. To track the free surface displacement, the volume of fluid method(VOF) is employed. Numerical predictions of reflection and transmission coefficients are compared with those of the warock block breakwater with the slit caisson. Energy dissipation and seawater exchange rates of the slit caisson are better than those of the warock block breakwater.