• Title/Summary/Keyword: 3-D numerical analysis

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U-자형 곡관내의 유동특성에 대한 수치해석적 연구 (NUMERICAL SIMULATION OF THE FLOW CHARACTERISTICS INSIDE A U-TYPE TUBE)

  • 고동훈;강동진;송동주
    • 한국전산유체공학회지
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    • 제14권3호
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    • pp.105-114
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    • 2009
  • A numerical study of the flow characteristics inside a U-type circular tube is carried out in this paper. The numerical simulations carried out by using a Navier-Stokes code which is commercially available. Before detailed numerical simulations, validation of present numerical approach is made by comparing numerical solutions with experimental data. Numerical simulations are performed to study the effect of curvature on the flow characteristics inside a U-type tube. Numerical solutions show that a significant effect on the secondary flow structure in the cross section of the tube, especially in the curved section is shown when the curvature ratio, ratio of curvature to tube diameter, is smaller than about 3.5. As the curvature ratio decreases below 3.5, a counter rotating vortex is found below the primary vortex in the cross section of the tube. Another dramatic change of the flow structure is the formation of streamwise separation zone when the curvature ratio is decreased below 1.25.

3D 수치해석을 이용한 퇴적암 터널의 암반 등급별 전변위 산정 (Estimation of Total Displacements by RMR Grades using 3-Dimensional Numerical Analysis)

  • 임성빈;윤현석;서용석;박시현
    • 지질공학
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    • 제17권2호
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    • pp.217-224
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    • 2007
  • 터널이 굴착되면 응력이 재분배되는 과정동안 변위가 발생한다. 터널의 변위는 굴착 전 선행변위, 굴착 후 미측정 변위, 계측변위로 구분할 수 있다. 일반적으로 굴착 전 선행변위와 굴착 후 미측정 변위의 현장 측정은 어렵기 때문에 터널 굴착에 따른 전변위의 크기와 변화 양상을 산정하기 위한 연구가 많이 수행되어왔다. 본 연구에서는 퇴적암을 기반으로 하는 터널의 지반등급별 전변위를 산정하고 이들의 특성을 파악하기 위하여 역해석 기법을 사용하였다. 계측변위와 3차원 수치해석에 의해 계산된 변위의 오차를 최소한으로 줄여 지반등급별 물성치를 추정하였으며, 굴착에 따른 전변위 분포 양상을 산정하였다. 최종적으로 logistic 모형을 따르는 지반등급별 굴착에 따른 변위의 비선형 회귀식을 산정하였다.

NUMERICAL ANALYSIS OF FLOW CHARACTERISTIC WITH DIFFERENT CORNER RADIUS OF SQUARE CYLINDER

  • Gao, Zhefeng;Sohn, Chang-Hyun
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2010년 춘계학술대회논문집
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    • pp.315-319
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    • 2010
  • The near wake of square section cylinders with different corner radii is studied by numerical method to investigate the influence of corner radius. Eight models, R/D=0, 0.05, 0.1, 0.15, 0.2, 0.3, 0.4, 0.5 (R is the corner radius and D is the characteristic dimension of the body) at Re=500 were studied. The numerical results of St, CD and CL at R/D=0 and R/D=0.5 were compared with experiments to prove the feasibility and also investigate the trend of flow phenomena by the various radius corners. Results indicate that, as R/D ratio is increased, the Strouha lnumber is increased, the minimum pressure point on the cylinder surface moved own stream. The calculated results shows that between R/D=0.15 to R/D=0.3 have CD and CL.

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건축물 계단에서의 연돌효과 저감방안에 대한 3차원 수치해석 연구 (Study on 3D Numerical Analysis of Stack Effect Reduction in Stairwell of Building)

  • 김정엽;김지석
    • 설비공학논문집
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    • 제27권3호
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    • pp.152-157
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    • 2015
  • Stack effect on high-rise building have negative effect on living environment, energy and life-safety aspect. Thus, it's necessary to find the measure to reduce the stack effect. As a result of field test on a 31-story building, a circulating type stack effect reduction technology was developed, which supplies air in the low stairs and discharges air in the high stairs. To evaluate the performance of this circulating type stack effect reduction technology on building stairs, a 3D numerical analysis was carried out by using Momentum Loss Model for analyzing leakage flow between compartments in a building. Consequently, numerical analysis proved that the stack effect on building stairs was reduced by a circulating type stack effect reduction technology.

3차원 수치해석을 통한 궤도지지말뚝의 동적거동 평가 (Evaluation of Dynamic Behavior for Pile-Supported Slab Track System by 3D Numerical Analysis)

  • 유민택;백민철;이일화;이진선
    • 한국지진공학회논문집
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    • 제21권5호
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    • pp.255-264
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    • 2017
  • Dynamic numerical simulation of pile-supported slab track system embedded in a soft soil and embankment was performed. 3D model was formulated in a time domain to consider the non-linearity of soil by utilizing FLAC 3D, which is a finite difference method program. Soil non-linearity was simulated by adopting the hysteric damping model and liner elements, which could consider soil-pile interface. The long period seismic loads, Hachinohe type strong motions, were applied for estimating seismic respose of the system, Parametric study was carried out by changing subsoil layer profile, embankment height and seismic loading conditions. The most of horizontal permanent displacement was initiated by slope failure. Increase of the embedded height and thickness of the soft soil layer leads increase of member forces of PHC piles; bending moment, and axial force. Finally, basic guidelines for designing pile-supported slab track system under seismic loading are recommended based on the analysis results.

3차원 공동의 폭변화에 따른 초음속 유동에 대한 수치분석연구 (NUMERICAL ANALYSIS OF THREE DIMENSIONAL SUPERSONIC CAVITY FLOW FOR THE VARIATION OF CAVITY SPANWISE RATIO)

  • 우철훈;김재수;최홍일
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2006년도 추계 학술대회논문집
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    • pp.181-184
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    • 2006
  • High-speed flight vehicle have various cavities. The supersonic cavity flow is complicated due to vortices, flow separation and reattachment, shock and expansion waves. The general cavity flow phenomena include the formation and dissipation of vortices, which induce oscillation and noise. The oscillation and noise greatly affect flow control, chemical reaction, and heat transfer processes. The supersonic cavity' flow with high Reynolds number is characterized by the pressure oscillation due to turbulent shear layer, cavity geometry, and resonance phenomenon based on external flow conditions, The resonance phenomena can damage the structures around the cavity and negatively affect aerodynamic performance and stability. In the present study, we performed numerical analysis of cavities by applying the unsteady, compressible three dimensional Reynolds-Averaged Navier-Stokes(RANS) equations with the ${\kappa}-{\omega}$ turbulence model. The cavity model used for numerical calculation had a depth(D) of 15mm cavity aspect ratio(L/D) of 3, width to spanwise ratio(W/D) of 1.0 to 5.0. Based on the PSD(Power Spectral Density) and CSD(Cross Spectral Density) analysis of the pressure variation, the dominant frequency was analyized and compared with the results of Rossiter's Eq.

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공동의 폭 변화에 따른 3차원 초음속 공동 유동연구 (NUMERICAL ANALYSIS OF THREE DIMENSIONAL SUPERSONIC CAVITY FLOW FOR THE VARIATION OF CAVITY SPANWISE RATIO)

  • 우철훈;김재수
    • 한국전산유체공학회지
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    • 제11권4호
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    • pp.62-66
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    • 2006
  • High-speed flight vehicle have various cavities. The supersonic cavity flow is complicated due to vortices, flow separation, reattachment, shock waves and expansion waves. The general cavity flow phenomena includes the formation and dissipation of vortices, which induce oscillation and noise. The oscillation and noise greatly affect flow control, chemical reaction, and heat transfer processes. The supersonic cavity flow with high Reynolds number is characterized by the pressure oscillation due to turbulent shear layer, cavity geometry, and resonance phenomenon based on external flow conditions. The resonance phenomena can damage the structures around the cavity and negatively affect aerodynamic performance and stability. In the present study, we performed numerical analysis of cavities by applying the unsteady, compressible three dimensional Reynolds-Averaged Navier-Stokes(RANS) equations with the ${\kappa}-{\omega}$ turbulence model. The cavity model used for numerical calculation had a depth(D) of 15mm cavity aspect ratio (L/D) of 3, width to spanwise ratio(W/D) of 1.0 to 5.0. Based on the PSD(Power Spectral Density) and CSD(Cross Spectral Density) analysis of the pressure variation, the dominant frequency was analyzed and compared with the results of Rossiter's Eq.

지반침하 피해도 분석을 위한 GIS 활용에 관한 연구 (A Study on the Application of GIS for Analysis of Subsidence Hazard)

  • 권광수;유명환;박형동
    • 자원환경지질
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    • 제33권6호
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    • pp.557-563
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    • 2000
  • Subsidence hazard has never been considered seriously until recent yews in Korea, although its socioeconomic impact on Korea becomes more and more enormous. There have been a few studies for the application of GIS analysis technique to the prediction of subsidence hazard. For GIS analysis, several factors, which are represented by coverage, are considered and selected for building a GIS model. Numerical method was used to quantify the importance of each factor in GIS model and the result from numerical modeling using FLAC was compared with that from previous research based on empirical methods. Analysis in 3-D needs more computer resources (i.e. memory). Therefore that in 2.5-D was considered to overcome the problem. Not only maximum vertical subsidence but also maximum horizontal strain and maximum slope have been considered for the assessment of subsidence hazard. The model can be easily modified for the purpose of applications in any subsidence area, especially cavern or abandoned mines under thick soil layer.

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쓰나미-식생 비선형 상호작용의 동적해석을 위한 3차원 수치파동수조의 적용 (Application of 3-D Numerical Wave Tank for Dynamic Analysis of Nonlinear Interaction between Tsunami and Vegetation)

  • 이우동;허동수
    • 대한토목학회논문집
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    • 제36권5호
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    • pp.831-838
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    • 2016
  • 최근 해안공학분야에서 식생을 활용하는 연안방재시스템에 관한 관심이 증가하고 있다. 이에 본 연구에서는 쓰나미-식생 비선형 상호작용에 의한 파동장과 유동장을 해석하기 위하여 식생항력에 따른 에너지소산을 직접 해석할 수 있는 3차원 수치파동수조를 기존의 3-D N-S solver (LES-WASS-3D ver. 2.0, HYMO-WASS-3D)를 토대로 개발하였다. 그리고 기존의 실험결과와 비교 및 검토를 통한 수치파동수조의 적용성을 평가하였다. 그 결과 레이놀즈수에 따라 능동적으로 추정되는 항력계수를 고려한 경우가 평균 항력계수를 적용한 경우보다 실험에서 얻어진 각 지점의 시간파형을 잘 재현하였다. 또한 식생밀도 및 입사파고에 따라 계산된 고립파의 전달률이 실험의 측정값과 높은 일치도를 나타내었다. 이로써 본 연구에서 식생에 의한 항력으로서 동적항력계수를 적용한 3차원 수치파동수조의 타당성 및 유효성을 확인하였다.

VARTM공정에서의 거시적 수지 유동의 Dual-Scale 분석 (A Dual-Scale Analysis of Macroscopic Resin Flow in Vacuum Assisted Resin Transfer Molding Process)

  • 박윤희;강문구;이우일
    • Composites Research
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    • 제15권6호
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    • pp.1-7
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    • 2002
  • VARTM공정에서는 수지유동을 빠르게 하기 위해 투과촉진층이 사용되는데 투과촉진층과 섬유층 사이의 수지 속도차가 크다. VARTM제품은 길이에 비해서 두께가 얇으나 두 가지 다른 유통 매질 사이에 발생하는 lead-lag 유통을 관찰하기 위해서는 두께 방향을 고려한 3차원해석이 요구된다. 그런데 3차원 해석에 있어서 계산 시간이 문제가 된다. 일반 PC로 절점수가 많은 3차원 문제를 해석하려면 오랜 시간이 소요되므로 비실용적이다. 그래서 본 연구에서는 dual-scale 기법을 도입하여 전체 영역은 2.5차원으로 해석하고 주요한 관심 영역만을 3차원으로 해석하였다. 2.5차원 시뮬레이션만으로 예측하기 어려운 lead-lag 유동과 같은 특이한 유동 경향을 국부적인 3차인 해석을 통해서 발견학 수 있었다. 본 연구에서 개발된 global-local 해석기술은 일반 PC에서 적당한 계산 시간 내에 균일하지 않은 유동 매질 사이를 지나는 유동흐름의 특성 분석에 효과적으로 사용될 수 있다.