• 제목/요약/키워드: wind tunnel experiments

검색결과 224건 처리시간 0.029초

KF-16의 DOE기반 정적 공력 데이터베이스 구축을 위한 실험적 연구 (An Experimental Study for Construction of Static Aerodynamics Database of KF-16 based on Design of Experiments)

  • 진현;심호준;이돈구;안재명;최한림;오세윤
    • 한국항공우주학회지
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    • 제43권5호
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    • pp.422-431
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    • 2015
  • 풍동실험에 적용하는 실험계획법을 연구하기 위한 선행 연구로써 KF-16의 정적 공력 데이터베이스를 구축하는 풍동 실험을 수행하였다. 본 실험에서 사용된 기체는 KF-16의 1/33 scale의 모델이며 수평 꼬리날개와 플래퍼론, 방향타를 모두 구현하였다. 크게 실험은 수평 꼬리날개의 유무에 따른 공력 특성 변화를 보기 위한 실험과 플랩, 플래퍼론, 방향타, 그리고 수평 꼬리날개의 변위각에 따른 공력특성 변화를 알아보기 위한 실험을 수행하였다. 실험 수행 후에는 각 실험들에 대해서 6가지 공력계수 그래프를 분석하고 반응 표면을 생성하면서 조종면의 변화가 각각 어떤 공력 특성에 큰 영향을 미치는지 알아보았다.

Extrapolation of wind pressure for low-rise buildings at different scales using few-shot learning

  • Yanmo Weng;Stephanie G. Paal
    • Wind and Structures
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    • 제36권6호
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    • pp.367-377
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    • 2023
  • This study proposes a few-shot learning model for extrapolating the wind pressure of scaled experiments to full-scale measurements. The proposed ML model can use scaled experimental data and a few full-scale tests to accurately predict the remaining full-scale data points (for new specimens). This model focuses on extrapolating the prediction to different scales while existing approaches are not capable of accurately extrapolating from scaled data to full-scale data in the wind engineering domain. Also, the scaling issue observed in wind tunnel tests can be partially resolved via the proposed approach. The proposed model obtained a low mean-squared error and a high coefficient of determination for the mean and standard deviation wind pressure coefficients of the full-scale dataset. A parametric study is carried out to investigate the influence of the number of selected shots. This technique is the first of its kind as it is the first time an ML model has been used in the wind engineering field to deal with extrapolation in wind performance prediction. With the advantages of the few-shot learning model, physical wind tunnel experiments can be reduced to a great extent. The few-shot learning model yields a robust, efficient, and accurate alternative to extrapolating the prediction performance of structures from various model scales to full-scale.

Wind tunnel modeling of flow over mountainous valley terrain

  • Li, C.G.;Chen, Z.Q.;Zhang, Z.T.;Cheung, J.C.K.
    • Wind and Structures
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    • 제13권3호
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    • pp.275-292
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    • 2010
  • Wind tunnel experiments were conducted to investigate the wind characteristics in the mountainous valley terrain with 4 simplified valley models and a 1:500 scale model of an existing valley terrain in the simulated atmospheric neutral boundary layer model. Measurements were focused on the mean wind flow and longitudinal turbulence intensity. The relationship between hillside slopes and the velocity speed-up effect were studied. By comparing the preliminary results obtained from the simplified valley model tests and the existing terrain model test, some fundamental information was obtained. The measured results indicate that it is inappropriate to describe the mean wind velocity profiles by a power law using the same roughness exponent along the span wise direction in the mountainous valley terrain. The speed-up effect and the significant change in wind direction of the mean flow were observed, which provide the information necessary for determining the design wind speed such as for a long-span bridge across the valley. The longitudinal turbulence intensity near the ground level is reduced due to the speed-up effect of the valley terrain. However, the local topographic features of a more complicated valley terrain may cause significant perturbation to the general wind field characteristics in the valley.

계기착륙장치 타워가 풍속관측에 미치는 영향에 관한 풍동실험연구 (A Wind Tunnel Study on Influences of ILS Tower on Wind Speed Measurement)

  • 최철민;김계환;김영철;권기범
    • 대기
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    • 제23권4호
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    • pp.513-517
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    • 2013
  • In this study, it is first intended to simulate the vertical profile of atmospheric flow in a short wind tunnel. In order to accomplish it, proper devices are designed properly to reduce freestream flow momentum and it is confirmed from the measured velocity profile using hot-wire anemometer that momentum flux of the tunnel free stream can be reduced and desired atmospheric boundary can be created. Second, experiments are performed to identify influences of a surrounding structure measuring correct wind velocity by an anemometer, which are located nearby due to area limitation in actual airport and correction factors are proposed from experimental results. One of findings is that in order to limit the velocity attenuation due to a nearby structure under 10%, wind velocity measuring equipment should be installed at least 6 times of the structure height away from the structure of concern.

Wind-rain-induced vibration test and analytical method of high-voltage transmission tower

  • Li, Hong-Nan;Tang, Shun-Yong;Yi, Ting-Hua
    • Structural Engineering and Mechanics
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    • 제48권4호
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    • pp.435-453
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    • 2013
  • A new computational approach for the rain load on the transmission tower is presented to obtain the responses of system subjected to the wind and rain combined excitations. First of all, according to the similarity theory, the aeroelastic modeling of high-voltage transmission tower is introduced and two kinds of typical aeroelastic models of transmission towers are manufactured for the wind tunnel tests, which are the antelope horn tower and pole tower. And then, a formula for the pressure time history of rain loads on the tower structure is put forward. The dynamic response analyses and experiments for the two kinds of models are carried out under the wind-induced and wind-rain-induced actions with the uniform and turbulent flow. It has been shown that the results of wind-rain-induced responses are bigger than those of only wind-induced responses and the rain load influence on the transmission tower can't be neglected during the strong rainstorm. The results calculated by the proposed method have a good agreement with those by the wind tunnel test. In addition, the wind-rain-induced responses along and across the wind direction are in the same order of response magnitude of towers.

실험설계법 기반 풍동시험 시스템 오차 검출 실험연구 (Experimental Investigations of Systematic Errors in Wind Tunnel Testing Using Design of Experiments)

  • 오세윤;박승오;안승기
    • 한국항공우주학회지
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    • 제41권5호
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    • pp.335-341
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    • 2013
  • 풍동시험 중에 발생하는 시스템오차의 변동에 관한 연구를 수행하였다. 회전익 항공기의 기체 공력특성 측정실험에 실험설계 방법론이 적용되었다. 풍동시험 중에 발생하는 시스템오차의 변동에 관한 연구를 수행하였다. 허용 실험오차 내에서 항상 동일한 결과를 얻어야 하는 전제조건에도 불구하고 한 개의 실험시간 블록에서 측정된 힘과 모멘트가 다른 시간블록에서 측정된 것과 상당량 다르게 측정되었다. 실험관련 시스템오차는 존재하지 않는다고 임의로 간주해서는 안되며 이러한 오차의 감소는 랜덤화, 블록화 및 반복화 등의 실험설계원리의 적용을 통해 가능하다.

실험설계법 기반 풍동실험 정밀도 향상 실험연구 (Experimental Investigations of Accuracy Improvement in Wind Tunnel Testing Using Design of Experiments)

  • 오세윤;박승오;안승기
    • 한국항공우주학회지
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    • 제42권4호
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    • pp.291-297
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    • 2014
  • 회전익 항공기의 기체 공력특성 측정실험에 실험설계 방법론을 적용하여 풍동실험의 정밀도 향상에 관한 연구를 수행하였다. 블록화와 블록화 되지 않은 경우들에 대한 분산분석결과의 비교를 통해 블록화의 영향을 평가하였다. 2차 반응표면모델의 경우 블록화가 실험결과의 정밀도 향상에 실질적인 영향을 주고 있음을 알 수 있었다. 본 연구를 통해 랜덤화, 블록화 및 반복화와 같은 실험설계원리와 같은 풍동실험 절차의 재배치를 통해 이러한 정밀도 향상이 가능함을 보였다.

풍동 실험을 통한 타원형 개폐식 돔 지붕의 외장재용 풍압 계수 분석 (Analysis of External Peak Pressure Coefficients for Cladding in Elliptical Retractable Dome Roof by Wind Tunnel Test)

  • 이종호;김용철;천동진;윤성원
    • 한국공간구조학회논문집
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    • 제20권1호
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    • pp.49-59
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    • 2020
  • This study investigates the wind pressure characteristics of elliptical plan retractable dome roof. Wind tunnel experiments were performed on spherical dome roofs with varying wall height-span ratios (0.1~0.5) and opening ratios (0%, 10%, 30% and 50%), similar to previous studies of cirular dome roofs. In previous study, wind pressure coefficients for open dome roofs have been proposed since there are no wind load criteria for open roofs. However, in the case of Eeliptical plan retractable dome roof, the wind pressure coefficient may be largely different due to the presence of the longitudinal direction and transverse direction. The analysis results leads to the exceeding of maximum and minimum wind pressure coefficients KBC2016 code.

참다래 과수나무의 바람 피해 저감을 위한 실험적 연구 (Experimental Study for Reducing Wind Damage on Kiwi Fruit Plant)

  • 강종훈;임대현;이상준
    • 유체기계공업학회:학술대회논문집
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    • 유체기계공업학회 2006년 제4회 한국유체공학학술대회 논문집
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    • pp.263-264
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    • 2006
  • In this study, the threshold wind speed that causes physical damage on Kiwi fruit plant was investigated through wind tunnel experiments. Total 30 samples of Kiwi fruit branches were tested. On average, the wind speeds for tearing leaves and breaking side branch from the main branch were about 20m/s and 21.7m/s, respectively. For the cases of broken branches, the average length and diameter of the branches were 587.5mm and 7.2mm, respectively. The discoloration and dehydration of Kiwi plant were also observed by photographing leaves and branches after 24 hour later of the wind damage. In addition, the shelter effect of porous wind fences which have been used at agricultural districts was examined with varying several parameters.

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식생 및 해안표착물에 의한 비사 퇴적 풍동실험 연구 (A Study on Wind-drift Sand Deposition by Vegetation and Coastal Debris using a Wind Tunnel Test)

  • 제영준;전용호;윤한삼
    • 한국해양환경ㆍ에너지학회지
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    • 제16권3호
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    • pp.163-170
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    • 2013
  • 본 논문에서는 낙동강 하구역 진우도 자연해빈을 대상으로 해안표착물과 식생대 전선의 상관성 및 상호거동에 대하여 연구하였다. 해안표착물과 식생대 주변의 비사에 의한 퇴적 특성을 고찰하기 위해 현장 바람과 바닥조건을 고려하여 실내 풍동실험을 수행하였다. 본 연구에서 고려하는 주요 영향은 해안표착물과 식생대 주변의 바람에 의한 모래의 퇴적현상이다. 해안표착물에 대한 실험결과로서, 모형 전면부터 퇴적되고 퇴적된 높이가 모형의 70% 정도 퇴적되었을 때 모형 후면이 퇴적되는 양상이 나타났다. 이에 반해, 식생을 대상으로 한 실험에서는 모형 전면보다 후면이 먼저 퇴적되고, 후면이 전면보다 60%정도 더 높게 쌓이는 양상이 나타났다.