• 한국항공우주학회지
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• 제47권12호
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• pp.841-847
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• 2019

본 연구에서는 요 오차가 있는 상태에서의 수평축 풍력터빈 로터에 작용하는 시간에 따른 6분력 하중변동을 로터 허브에 중심을 둔 회전 및 비회전 좌표계에 대해서 수치해석 하였다. 수치해석을 위한 모형은 설계 사양이 상세히 공개된 20 kW급의 NREL Phase VI 로터로 선택하였으며, 설계 풍속 구간에 대해 요 및 전도 모멘트를 중점적으로 분석하였다. 해석을 위한 방법은 비정상 블레이드 요소이론을 적용하였으며, 그 방법을 이용하여 개발된 프로그램의 6분력 하중에 대한 수치해석 결과는 NREL의 FAST 프로그램의 해석 결과와 비교하여 검증을 완료하였다. 하중 해석 결과를 토대로 요 작동 상태인 수평축 풍력터빈 시스템의 요 및 전도 모멘트는 요 부속 장치의 사양 결정 및 지지부위의 기초 설계를 위해 중요한 기본 정보로 활용될 것으로 기대된다.

• 항공우주시스템공학회지
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• 제16권6호
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• pp.54-63
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• 2022

최근 다양한 형태의 전기추진 항공기가 개발 중이다. 전기추진 항공기에 장착되는 프로펠러의 위치는 항공기 공력성능에 큰 영향을 미칠 수 있다. 날개 앞에 장착된 프로펠러는 프로펠러 주변과 하류방향으로 복잡한 선회 유동(Swirl Flow)을 발생시킨다. 선회 유동으로 발생하는 올려흐름과 내리흐름은 날개의 유효받음각에 영향을 미친다. 날개의 길이 분포 방향으로 발생하는 유효받음각 분포변화는 날개의 공력 하중분포에 영향을 준다. 본 연구에서는 날개에 장착된 프로펠러의 위치가 변화하면서 발생하는 프로펠러-날개 상호작용이 날개의 공력 하중분포에 미치는 영향을 연구했다. 프로펠러-날개 상호작용이 날개에 미치는 영향을 해석하기 위해, 프로펠러에 의한 선회 유동을 Actuator Disk Theory를 사용하여 나타냈다. VSPAERO를 사용하여 날개에서 발생하는 공력을 계산했다. 본 연구방법을 사용하여 얻은 계산결과는 프로펠러-날개 모델을 사용한 풍동시험 자료와 비교·검증했다. 연구결과 프로펠러와 날개 사이의 거리가 날개의 공력특성에 미치는 영향은 크게 나타났다. 축방향 및 날개길이 방향의 거리 증가는 양항비를 증가시켰다. 프로펠러가 날개 상단에 위치할 경우 더 큰 양항비를 얻을 수 있었다.

• 한국항공우주학회지
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• 제32권3호
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• pp.74-81
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• 2004

복합재 주익을 실험용 경항공기급에 적용하기 위하여, 복합재료의 특성과 제작공정을 고려한 일련의 기본 설계와 해석과정을 보이고 그 결과를 수록하였다. Schrenk 방식 (NACA TM No. 948) 과 FAR part 23 Appendix A의 근사방법을 이용하여 공력하중해석을 수행하였으며, 이에 의거한 구조하중 조건을 만족함과 동시에 복합재 구조의 장점을 반영할 수 있도록 주요 부재를 배치하였다. 제작공정과 동일한 조건에서 성형된 시편들에 대해 실험을 수행하여 선정재료의 설계기준치를 확보하였고, 단순화된 상자형 날개보에 대해 최대 변형 률 파괴기준식을 적용하여 구조의 안전도를 평가하였다.

• 동력기계공학회지
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• 제20권1호
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• pp.50-56
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• 2016

This paper handled an investigation on the turbulent flow characteristics of three-dimensional small-size axial fan(SSAF) according to operating loads. Also, it was carried out by unsteady-state, incompressible and three-dimensional large eddy simulation(LES). The downstream flow type of SSAF is changed from axial flow to radial flow around the beginning of stall region at the aerodynamic performance curve. Axial mean velocity component largely grows around blade tip at the operating point of A to D, but transverse and vertical mean velocity components as well as Reynolds shear stresses highly develop around blade tip at the operating point of E to H. On the other hand, the peak value of turbulent kinetic energy developed around blade tip shows the highest at the operating point of E.

• Smart Structures and Systems
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• 제3권1호
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• pp.89-114
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• 2007

Two aspects of the design of a small-scale smart wing are addressed in this work, related to the ability of the wing to modify its cross section assuming the shape of two different airfoils and to the possibility of deflecting the profiles near the trailing edge in order to obtain hingeless control surfaces. The actuation is provided by one-way shape memory alloy wires eventually coupled to springs, Shape Memory Alloys (SMAs) being among the most promising materials for this kind of applications. The points to be actuated along the profiles and the displacements to be imposed are selecetd so that they satisfactorily approximate the change from an airfoil to the other and to result in an adequate deflection of the control surface; the actuators and their performances are designed so that an adequate wing stiffness is guaranteed, in order to prevent excessive deformations and undesired airfoil shape variations due to aerodynamic loads. The effect of the pressure distributions, calculated by way of the XFOIL software, and of the actuators loads, is estimated by FE analyses of the loaded wing. Two prototypes are then realised incorporating the variable airfoil and the hingeless aileron features respectively, and the verification of their shapes in both the actuated and non-actuated states, supported by image analysis techniques, confirms that interesting results are achievable with the proposed lay out and design considerations.

• Wind and Structures
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• 제26권1호
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• pp.25-34
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• 2018

This paper presents a beam finite element model of a vibrate wind blade in large elastic deformation subjected to the aerodynamic, centrifugal, gyroscopic and gravity loads. The gyroscopic loads applied to the blade are induced by her simultaneous vibration and rotation. The proposed beam finite element model is based on a simplex interpolation method and it is mainly intended to the numerical analysis of wind blades vibration in large elastic deformation. For this purpose, the theory of the sheared beams and the finite element method are combined to develop the algebraic equations system governing the three-dimensional motion of blade vibration. The applicability of the theoretical approach is elucidated through an original case study. Also, the static deformation of the used wind blade is assessed by appropriate software using a solid finite element model in order to show the effectiveness of the obtained results. To simulate the nonlinear dynamic response of wind blade, the predictor-corrector Newmark scheme is applied and the stability of numerical process is approved during a large time of blade functioning. Finally, the influence of the modified geometrical stiffness on the amplitudes and frequencies of the wind blade vibration induced by the sinusoidal excitation of gravity is analyzed.

• Wind and Structures
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• 제31권4호
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• pp.299-309
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• 2020

In this study, wind data such as speeds, loads and potential of Muğla which is located in the southwest of Turkey were statistically analyzed. The wind data which consists of hourly wind speed between 2010 and 2013 years, was measured at the 10-meters height in four different ground stations (Datça, Fethiye, Marmaris, Köyceğiz). These stations are operated by The Turkish State Meteorological Service (T.S.M.S). Furthermore, wind data was analyzed by using Log-Normal and Gamma distributions, since these distributions fit better than Weibull, Normal, Exponential and Logistic distributions. Root Mean Squared Error (RMSE) and the coefficients of the goodness of fit (R²) were also determined by using statistical analysis. According to the results, extreme wind speed in the research area was 33 m/s at the Datça station. The effective wind load at this speed is 0.68 kN/㎡. The highest mean power densities for Datça, Fethiye, Marmaris and Köyceğiz were found to be 46.2, 1.6, 6.5 and 2.2 W/㎡, respectively. Also, although Log-normal distribution exhibited a good performance i.e., lower AD (Anderson - Darling statistic (AD) values) values, Gamma distribution was found more suitable in the estimation of wind speed and power of the region.

• Wind and Structures
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• 제7권2호
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• pp.107-130
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• 2004

This paper presents a time-domain approach for analyzing nonlinear random vibrations of long-span suspended cables under transversal wind. A consistent continuous model of the cable, fully accounting for geometrical nonlinearities inherent in cable behavior, is adopted. The effects of spatial correlation are properly included by modeling wind velocity fluctuation as a random function of time and of a single spatial variable ranging over cable span, namely as a one-variate bi-dimensional (1V-2D) random field. Within the context of a Galerkin's discretization of the equations governing cable motion, a very efficient Monte Carlo-based technique for second-order analysis of the response is proposed. This procedure starts by generating sample functions of the generalized aerodynamic loads by using the spectral decomposition of the cross-power spectral density function of wind turbulence field. Relying on the physical meaning of both the spectral properties of wind velocity fluctuation and the mode shapes of the vibrating cable, the computational efficiency is greatly enhanced by applying a truncation procedure according to which just the first few significant loading and structural modal contributions are retained.

• Structural Engineering and Mechanics
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• 제36권5호
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• pp.599-624
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• 2010

Offshore wind turbines are relatively complex structural and mechanical systems located in a highly demanding environment. In the present paper the fundamental aspects and the major issues related to the design of these special structures are outlined. Particularly, a systemic approach is proposed for a global design of such structures, in order to handle coherently their different parts: the decomposition of these structural systems, the required performance and the acting loads are all considered under this philosophy. According to this strategy, a proper numerical modeling requires the adoption of a suitable technique in order to organize the qualitative and quantitative assessments in various sub-problems, which can be solved by means of sub-models at different levels of detail, for both structural behavior and loads simulation. Specifically, numerical models are developed to assess the safety performances under aerodynamic and hydrodynamic actions. In order to face the problems of the actual design of a wind farm in the Mediterranean Sea, in this paper, three schemes of turbines support structures have been considered and compared: the mono pile, the tripod and the jacket support structure typologies.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2002년도 추계학술대회 논문집
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• pp.289-294
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• 2002

Unlike Tubular Steel Tower, This Composite Material Tower is a low-technology Component, whose design is easy to optimize, and which therefore during the design process-lends itself easily as an object for possible cost reduction at very little effort. This may come in useful as the cost of a tower usually significant part of the total cost of a structure. This paper is written by the Composite Materials Tower which loaded Complex loading in Off and On shore. This Composite Material Tower is made by the Method of Filament Winding, and the Component of Composite Material is used by the Roving RS220PE-535. When it loaded Complex trading, there is a results which is bigger than steel tower deflection. We controlled this 1a18e deflection by stiffeners which has thickness 20mm. At last, Off and On Shore Tower which used Composite Materials is compared with Off and On Shore Tower which used Steel.