• 플랜트 저널
• /
• 제12권3호
• /
• pp.24-31
• /
• 2016

풍진동(Wind-induced vibration)은 바람에 의해 구조물에 진동이 발생하는 현상으로써 세장비가 큰 열기기 Stack 설계시 고려해야 할 중요한 사항이다. 따라서, 국제 규격에는 풍진동에 대한 설계 인자와 각 범위에 대해 필요한 고려 사항을 정의하고 있다. 규격에 의한 설계 검증은 몇몇 인자를 이용하여 간단하게 확인이 가능하다는 장점이 있는 반면, 실제 풍진동에 의한 영향을 정량적으로 평가하지 않기 때문에 실제 필요한 것보다 과도한 설계를 요구할 수 있다는 단점이 있다. 또한 여러 제약조건으로 Code 상의 요구조건을 만족하지 못하는 경우 실제 시스템의 거동을 예측할 수 없다는 단점이 있다. 이러한 점을 보완하기 위해 CFD 와 FEM 등의 수치적 해석 방법을 통해 풍진동이 실제 Stack에 미치는 영향을 해석하여 설계 적정성을 검증하여 Code 상의 요구 조건과 비교하였다.

• Wind and Structures
• /
• 제11권4호
• /
• pp.275-289
• /
• 2008

Large eddy simulations have been performed within and over different types of urban building arrays. This paper adopted three dimensionless parameters, building frontal area density (${\lambda}_f$) the variation degree of building height (${\sigma}_h$), and the staggered degree of building range ($r_s$), to study the systematic influence of building spacing, height and layout on wind and turbulent characteristics. The following results have been achieved: (1) As ${\lambda}_f$ decrease from 0.25 to 0.18, the mean flow patterns transfer from "skimming" flow to "wake interference" flow, and as ${\lambda}_f$ decrease from 0.06 to 0.04, the mean flow patterns transfer from "wake interference" flow to "isolated roughness" flow. With increasing ${\lambda}_f$, wind velocity within arrays increases, and the vortexes in front of low buildings would break, even disappear, whereas the vortexes in front of tall buildings would strengthen and expand. Tall buildings have greater disturbance on wind than low buildings do. (2) All the wind velocity profiles and the upstream profile converge at the height of 2.5H approximately. The decay of wind velocity within the building canopy was in positive correlation with ${\lambda}_f$ and $r_s$. If the height of building arrays is variable, Macdonald's wind velocity model should be modified through introducing ${\sigma}_h$, because wind velocity decreases at the upper layers of the canopy and increases at the lower layers of the canopy. (3) The maximum of turbulence kinetic energy (TKE) always locates at 1.2 times as high as the buildings. TKE within the canopy decreases with increasing ${\lambda}_f$ and $r_s$ but the maximum of TKE are very close though ${\sigma}_h$ varies. (4) Wind velocity profile follows the logarithmic law approximately above the building canopy. The Zero-plane displacement $z_d$ heighten with increasing ${\lambda}_f$, whereas the maximum of and Roughness length $z_0$ occurs when ${\lambda}_f$ is about 0.14. $z_d$ and $z_0$ heighten linearly with ${\sigma}_h$ and $r_s$, If ${\sigma}_h$ is large enough, $z_d$ may become higher than the average height of buildings.

• 한국시뮬레이션학회논문지
• /
• 제27권4호
• /
• pp.19-26
• /
• 2018

공중투하형 무인비행체는 비행성능의 극대화 및 모기체 탑재시의 소요공간 최소화를 위하여 접이식 직렬날개를 주로 사용한다. 이러한 접이식 직렬날개는 전방날개의 후류에 의한 후방날개 간섭문제, 날개 전개시 전후방 날개에 걸리는 피봇 모멘트의 불균형 등 일반적인 형태의 고정익 비행체와 다른 독특한 공기역학적 문제를 가지고 있다. 이에 본 논문에서는 유한체적법 기반의 전산유체역학을 통하여 여러 경우에 대하여 모델링 및 시뮬레이션을 수행하였으며 접이식 직렬날개 방식 비행체의 여러 공기역학적 현상에 대해 분석하였다. 그 결과 받음각 변화에 따른 전방날개에 의한 후류영향을 최소화하기 위하여 전방 날개를 후방날개보다 수직방향으로 높게 설치할 필요가 있었다. 또한 공력에 의한 피봇모멘트를 고려시 전방날개에 비하여 후방날개가 훨씬 빠른 속도로 펼쳐질 수 있으므로 날개 펼침 기구 개발 시 이에 대한 고려가 필요함을 확인하였다.

• 한국항공우주학회지
• /
• 제49권2호
• /
• pp.107-120
• /
• 2021

전기동력 분산추진 비행체는 다수의 프로펠러로 인하여 복잡한 프로펠러 후류 유동 및 기체와의 상호간섭이 발생한다. 이에 따라 초기설계 단계에서는 다양한 형상과 비행 조건에 대하여 프로펠러 구동 효과를 반영한 신속 공력 및 하중 해석이 요구된다. 본 연구에서는 프로펠러 효과를 고려할 수 있는 패널 기반의 효율적인 공력해석 기법을 개발, 검증하였다. Actuator Disk Theory(ADT)에 기반하여 프로펠러 후류 영역의 유도 속도장을 계산하고, 이를 3차원 정상 용출-중첩 패널기법의 비행체 표면 경계조건에 반영하였다. 한국항공우주연구원의 Quad Tilt Propeller(QTP) 비행체 단독 프로펠러와 선행 실험 연구의 프로펠러-날개 형상을 벤치마크 문제로 선정하여 해석을 수행하였다. Actuator 기법 기반의 전산유체역학(CFD) 결과와의 비교를 통해 프로펠러의 후류 속도장과 프로펠러 구동에 따른 날개의 공력하중 분포 변화를 검증하였다. 자율비행 개인용 항공기(Optional Piloted PAV, OPPAV)와 QTP 공력해석에 기법을 적용하고, CFD와의 해석 소요 시간 및 결과 비교, 분석을 통해 기법의 실용성과 타당성을 확인하였다.

• Wind and Structures
• /
• 제30권6호
• /
• pp.633-648
• /
• 2020

The objective of this work was to investigate the interference effects of two-parallel bridge decks on aerodynamic coefficients, vortex-induced vibration, flutter instability and flutter derivatives. The two bridges have significant difference in cross-sections, dynamic properties, and flutter speeds of each isolate bridge. The aerodynamic static tests and aeroelastic tests were performed in TU-AIT boundary layer wind tunnel in Thammasat University (Thailand) with sectional models in a 1:90 scale. Three configuration cases, including the new bridge stand-alone (case 1), the upstream new bridge and downstream existing bridge (case 2), and the downstream new bridge and the upstream existing bridge (case 3), were selected in this study. The covariance-driven stochastic subspace identification technique (SSI-COV) was applied to identify aerodynamic parameters (i.e., natural frequency, structural damping and state space matrix) of the decks. The results showed that, interference effects of two bridges decks on aerodynamic coefficients result in the slightly reduction of the drag coefficient of case 2 and 3 when compared with case 1. The two parallel configurations of the bridge result in vortex-induced vibrations (VIV) and significantly lower the flutter speed compared with the new bridge alone. The huge torsional motion from upstream new bridge (case 2) generated turbulent wakes flow and resulted in vertical aerodynamic damping H1^* of existing bridge becomes zero at wind speed of 72.01 m/s. In this case, the downstream existing bridge was subjected to galloping oscillation induced by the turbulent wake of upstream new bridge. The new bridge also results in significant reduction of the flutter speed of existing bridge from the 128.29 m/s flutter speed of the isolated existing bridge to the 75.35 m/s flutter speed of downstream existing bridge.

• Wind and Structures
• /
• 제35권3호
• /
• pp.177-191
• /
• 2022

Trains emerging on a streamlined bridge-girder may have salient interference effects on the aerodynamic properties of the bridge. The present paper aims at investigating these interferences by wind tunnel measurements, covering surface pressure distributions, near wake profiles, and flow visualizations. Experimental results show that the above interferences can be categorized into two primary effects, i.e., an additional angle of attack (AoA) and an enhancement in flow separation. The additional AoA effect is demonstrated by the upward-moved stagnation point of the oncoming flow, the up-shifted global symmetrical axis of flow around the bridge-girder, and the clockwise-deflected orientation of flow approaching the bridge-girder. Due to this additional AoA effect, the two critical AoAs, where flow around the bridge-girder transits from trailing-edge vortex shedding (TEVS) to impinging leading-edge vortices (ILEV) and from ILEV to leading-edge vortex shedding (LEVS) of the bridge-girder are increased by 4° with respect to the same bridge-girder without trains. On the other hand, the underlying flow physics of the enhancement in flow separation is the large-scale vortices shedding from trains instead of TEVS, ILEV, and LEVS governed the upper half bridge-girder without trains in different ranges of AoA. Because of this enhancement, the mean lift and moment force coefficients, all the three fluctuating force coefficients (drag, lift, and moment), and the aerodynamic span-wise correlation of the bridge-girder are more significant than those without trains.

• 한국대기환경학회지
• /
• 제21권5호
• /
• pp.525-535
• /
• 2005

Using a three-dimensional computational fluid dynamics (CFD) model with the $k-{\varepsilon}$ turbulence closure scheme based on the renormalization group theory, flow regimes in urban street canyons are classified according to the building and street aspect ratios. The transition between skimming flow (SF) and wake interference flow (WIF) is determined with the size of double-eddy circulation generated behind the upwind building. The transition between WIF and isolated roughness flow (IRF) is determined with the flow reattachment distance from the upwind building. The critical aspect ratios at which the flow transition occurs are found and compared with those in previous studies. The results show that the flow-regime classification method used in this study is quite reasonable and that the values of the critical aspect ratios are generally consistent with those in fluid experiments or large-eddy simulation. The regression equation describing a relation between the building and street aspect ratios at the flow-regime transition is presented.

• Journal of Advanced Marine Engineering and Technology
• /
• 제31권2호
• /
• pp.159-165
• /
• 2007

The Characteristics of the flowfield around two circular cylinders in tandem arrangement was investigated by PIV. Strouhal numbers. velocity vectors and velocity profiles were observed at centre-to-centre space ratios of P/D= 1.5. 2.0 and 2.5, and Reynolds number of $Re=3.0{\times}10^3{\sim}5.0{\times}10^3$. As the results the Strouhal numbers measured in the rear region of the cylinder of wake side were decreased with the space ratios. The flow between two cylinders was almost stagnated and the size of the stagnated region was larger in the close side than in the far side of the front cylinder. The direction of vortex between two cylinders was opposed each other with the small difference(${\alpha}\;{\pm}1.0^{\circ}$) of the attack angle ${\alpha}$.

• 신재생에너지
• /
• 제7권3호
• /
• pp.92-100
• /
• 2011

With the increased demand of clean energy and global warming measures, the renewable energy development has been increased recently. The TCP (Tidal Current Power) is one of the ocean renewable energy sources. Having the high tidal energy source in Korea, there are many potential TCP sites with strong current speed. The rotor, which initially converts the energy, is a very important component because it affects the efficiency of the entire system. The rotor performance is determined by various design parameters including number of blades, shape, sectional size, diameters and etc. However, the interactions between devices also contribute significantly to the energy production. The rotor performance considering the interaction needs to be investigated to predict the exact power in the farm. This paper introduces the optimum design of TCP turbine and the performance of devices considering the interference between rotors.

• 한국항공우주학회지
• /
• 제36권2호
• /
• pp.131-136
• /
• 2008

본 연구는 다양한 배열 상태에 놓인 2원주 주위의 유동장 특성을 PIV를 이용하여 파악한 것이다. 직렬배열에서 하류측 원주의 후방에서 측정한 Strouhal 수는 수평 간격비가 클수록 작게 나타났다. 직렬배열에서 2원주 사이의 흐름은 거의 정체되어 있으며, 상류측 원주에 가까울수록 정체 범위가 크게 나타났다. 직렬배열에서 자유류와 2원주의 중심선이 이루는 받음각()의 미소 변화(${\alpha}$=${\pm}1.0^{\circ}$)에 따라 2원주 사이에는 서로 반대 방향의 와류가 생성되었다. 병렬배열에서 수직 간격비가 클수록 2원주 사이의 유속이 크게 나타났다.