• Title/Summary/Keyword: Cylinder Wake

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Steady wind force coefficients of inclined stay cables with water rivulet and their application to aerodynamics

  • Matsumoto, Masaru;Yagi, Tomomi;Sakai, Seiichiro;Ohya, Jun;Okada, Takao
    • Wind and Structures
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    • v.8 no.2
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    • pp.107-120
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    • 2005
  • The quasi-steady approaches to simulate the wind induced vibrations of inclined cables, especially on the rain-wind induced vibration, have been tried by many researchers. However, the steady wind force coefficients used in those methods include only the effects of water rivulet, but not the axial flow effects. The problem is the direct application of the conventional techniques to the inclined cable aerodynamics. Therefore, in this study, the method to implement the axial flow effects in the quasi-steady theory is considered and its applicability to the inclined cable aerodynamics is investigated. Then, it becomes clear that the perforated splitter plate in the wake of non-yawed circular cylinder can include the effects of axial flow in the steady wind force coefficients for inclined cables to a certain extent. Using the lateral force coefficients measured in this study, the quasi-steady theory may explain the wind induced instabilities of the inclined cables only in the relatively high reduced wind velocity region. When the Scruton number is less than around 40, the high speed vortex-induced vibration occurs around the onset wind velocity region of the galloping, and then, the quasi-steady approach cannot be applied for estimating the response of wind-induced vibration of inclined cable.

The Experiment of Flow Induced Vibration in PWR RCCAs

  • Kim, Sang-Nyung;Cheol Shin
    • Journal of Mechanical Science and Technology
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    • v.15 no.3
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    • pp.291-299
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    • 2001
  • Recently, severe wear on the shutdown rod cladding of Ulchin Nuclear Power Plant #1, #2 were observed by the Eddy Current Test(E.C.T.). In particular, the wear at the sixth card location was up to 75%. The test results indicated that the Flow Induced Vibration(F.I.V.) might be the cause of the fretting wear resulting from the contact between Rod Cluster Control Assemblies(RCCAs) and their spacing cards(guide plates) arranged in the guide tube. From reviewing RCCAs fretting wear repots and analyzing the general characteristics of F.I.V. mechanism in the reactor, geometric layout and flow conditions around the control rod, it is concluded that the turbulence excitation is the most probable vibration mechanism of RCCA. To identify the governing mechanism of RCCA vibration, an experiment was performed for a representative rod position in which the most serious fretting wear experienced among the six rod positions. The experimental rig was designed and set up to satisfy the governing nondimensional numbers which are Reynolds number and mass damping parameter. The vibration amplitude measurement by the non-contact laser displacement sensor showed good agreements in the frequency and the maximum wearing(vibration) location with Ulchin E.C.T. results and Framatome report, respectively. The sudden increase in the vibration amplitude was sensed around the 6th guide plate with mass flow rate variation. Comparing the similitude rod behaviour with the idealized response of a cylinder in flow induced vibration, it was found that he dominant mechanism of vibration was transferred from turbulence excitation to periodic shedding at the mass flow ate 90ι/min. Also the critical velocity of the vibration in RCCAs was determined and the vibration can be prevented by reducing the bypass flow rate below the critical velocity.

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Turbulence Properties in the Near-Wake of a Circular Cylinder Using Power Spectral Estimation and Singular Spectral Analysis (PSE와 SSA를 이용한 원형 실린더 근접 후류 지역의 난류 특성 연구)

  • Bang, Joo Young;Seo, Il Won
    • Proceedings of the Korea Water Resources Association Conference
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    • 2019.05a
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    • pp.136-136
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    • 2019
  • 원형 실린더를 주변 흐름에 관한 연구는 오랜 기간 유체역학 전 영역에서 모형실험이나 수치모형으로 광범위하게 연구되었다. 이 흐름은 하천의 교각이나, 바다의 시추선과 같은 수공구조물 주변에서 관측된다. 난류와 와류가 공존하는 복잡한 특성 때문에, 이 흐름은 수공학에서 유사이송, 세굴, 오염물 확산 등에 영향을 준다. 본 연구는 실험실 수로에 설치된 원형 실린더(D=9cm) 후방의 근접 와류 구간에서(x/D<5) 유속을 ADV로 측정한 후, 난류 특성을 Power Spectral Estimation(PSE)와 Singular Spectral Analysis(SSA) 방법으로 연구하였다. PSE는 샘플 스펙트럼의 한계를 보완하고자 자료를 분할하고, window 함수를 적용하여 ensemble 평균을 구하는 경험적 방법이다. PSE를 이용하여 스펙트럼을 계산한 결과, 주 흐름 및 횡방향 흐름은 Inertial subrange에서 Kolmogorov의 가정과 일치하는 추세를 보였다. 그러나 수심방향 흐름의 스펙트럼은 -5/3보다 빠르게 감소하는 추세를 보였다. Inertial subrange 스펙트럼에서 난류 에너지 소산율은 원형 실린더에서 멀어짐에 따라 감소하는 추세를 보였고, 주 흐름방향과 횡방향 흐름은 비슷한 크기를 보였다. 난류 에너지 소산율과 동점성계수를 이용하여 Kolmogorov 길이, 유속, 시간 스케일을 계산했다. 난류의 운동에너지를 계산하기 위해 Triple decomposition 방법 중 하나인 SSA를 적용하였다. SSA는 유속행렬을 이용하여 고윳값과 고유벡터를 계산하고, 유속에서 기여도가 큰 부분을 추출하는 방법이다. SSA를 통해 실린더 후방 흐름에서 와류 성분과 난류 성분을 나누었다. 횡방향 흐름은 강한 와류로 큰 기여도를 갖는 고유벡터가 나타났지만, 주 흐름과 수심방향 흐름은 상대적으로 낮은 기여도를 갖는 고유벡터가 나타났다. 와류를 제외한 흐름에서 난류 운동에너지는 실린더와 멀어짐에 따라 감소하고, 흐름 중앙에서(y/D=0) 가장 큰 값을 보였다.

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Identification of acrosswind load effects on tall slender structures

  • Jae-Seung Hwang;Dae-Kun Kwon;Jungtae Noh;Ahsan Kareem
    • Wind and Structures
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    • v.36 no.4
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    • pp.221-236
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    • 2023
  • The lateral component of turbulence and the vortices shed in the wake of a structure result in introducing dynamic wind load in the acrosswind direction and the resulting level of motion is typically larger than the corresponding alongwind motion for a dynamically sensitive structure. The underlying source mechanisms of the acrosswind load may be classified into motion-induced, buffeting, and Strouhal components. This study proposes a frequency domain framework to decompose the overall load into these components based on output-only measurements from wind tunnel experiments or full-scale measurements. First, the total acrosswind load is identified based on measured acceleration response by solving the inverse problem using the Kalman filter technique. The decomposition of the combined load is then performed by modeling each load component in terms of a Bayesian filtering scheme. More specifically, the decomposition and the estimation of the model parameters are accomplished using the unscented Kalman filter in the frequency domain. An aeroelastic wind tunnel experiment involving a tall circular cylinder was carried out for the validation of the proposed framework. The contribution of each load component to the acrosswind response is assessed by re-analyzing the system with the decomposed components. Through comparison of the measured and the re-analyzed response, it is demonstrated that the proposed framework effectively decomposes the total acrosswind load into components and sheds light on the overall underlying mechanism of the acrosswind load and attendant structural response. The delineation of these load components and their subsequent modeling and control may become increasingly important as tall slender buildings of the prismatic cross-section that are highly sensitive to the acrosswind load effects are increasingly being built in major metropolises.

Wind Tunnel Test Study on the Characteristics of Wind-Induced Responses of Tall Buildings with Openings (중공부(中空部)를 가진 고층건축물(高層建築物)의 풍응답(風應答) 특성(特性)에 관한 풍동실험(風洞實驗) 연구(硏究))

  • Kim, Dong Woo;Kil, Yong Sik;Ha, Young Cheol
    • Journal of Korean Society of Steel Construction
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    • v.17 no.4 s.77
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    • pp.499-509
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    • 2005
  • The excessive wind-induced motion of tall buildings most frequently result from vortex-shedding-induced across-wind oscillations. This form of excitation is most pronounced for relatively flexible, lightweight, and lightly damped high-rise buildings with constant cross-sections. This paper discusses the aerodynamic means ofmitigating the across-wind vortex shedding induced in such situations. Openings are added in both the drag and lift directions in the buildings to provide pressure equalization. Theytend to reduce the effectiveness of across-wind forces by reducing their magnitudes and disrupting their spatial correlation. The effects of buildings with several geometries of openings on aerodynamic excitations and displacement responses have been studied for high-rise buildings with square cross-sections and an aspect ratio of 8:1 in a wind tunnel. High-frequency force balance testshave been carried out at the Kumoh National University of Technology using rigid models with 24 kinds of opening shapes. The measured model's aerodynamic excitations and displacement were compared withthose of a square cylinder with no openings to estimate the effectiveness of openings for wind-induced oscillations. From these results, theopening shape, size, and location of buildings to reduce wind-induced vortex shedding and responses were pointed out.

Effect on the Flow and Heat Transfer of Endwall by Installation of Cut Pin in Front of Pin-fin Array of Turbine Blade Cooling Passage (가스터빈 블레이드 핀-휜 내부 냉각 유로에 분절핀 설치에 따른 바닥면 유동 및 열전달 특성)

  • Choi, Seok Min;Kim, Su Won;Park, Hee Seung;Kim, Yong Jin;Cho, Hyung Hee
    • Journal of the Korean Society of Propulsion Engineers
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    • v.24 no.5
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    • pp.43-55
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    • 2020
  • The effect of cutted pin in front of pin-fin array was analyzed for increasing the cooling performance of gas turbine blade. The numerical simulations were conducted to figure out the flow and thermal characteristics. The base case which is staggered pin-fin array, cut pin case 1 which has X2/Dp=1.25 cut pin and cut pin case 2 which has X3/Dp=1.75 cut pin were compared. The results showed that cut pin increases the strength of the horseshoe vortex which occurred at the leading edge of pin-fin array. Furthermore, the wake effect is reduced at the trailing edge of pin-fin array. As a result, the heat transfer distribution on the endwall increases. However, the friction factor increases owing to the installation of cut pin, but the thermal performance factor is increased maximum 23.8% in cut pin case 2. Therefore, installation of cut pin will be helpful for increasing the cooling performance of pin-fin array of gas turbine blade.