• 제목/요약/키워드: Wind design

검색결과 2,601건 처리시간 0.03초

10 MW급 gearless 타입 초전도 풍력발전기의 개념 설계 (Conceptual design of 10 MW class gearless type superconducting synchronous generator for wind turbine)

  • 김남원;김경훈;김광민;김석호;박민원;유인근;이상진
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2011년도 제42회 하계학술대회
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    • pp.1294-1295
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    • 2011
  • This paper describes a conceptual design of 10 MW class gearless type superconducting synchronous generator for wind turbine. The main benefits of gearless type generator are decrease of the process of maintenance and loss caused by drive-train. The designed generator improves efficiency of high-capacity wind turbine by applying superconducting coil making high magnetic field. Conventional wind turbines were investigated for up-scaling of generator and the generator had been designed with estimated design parameters using a finite elements method analysis tool.

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2MW급 풍력발전시스템용 이중여자 발전기 설계 (The Design of Doubly-fed Induction Generator for 2MW wind power system)

  • 조동혁;황상연;조성호;이인우;이승구
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2006년도 추계학술대회
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    • pp.257-260
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    • 2006
  • This paper presents a design approach for wind power generator. Among several different generator systems, doubly-fed induction generator(DFIG) is selected for Hyosung 2MW wind turbine system from the view of cost and weight. The time step finite element method is applied to analyze the performance of DFIG, and design of experiment(DOE) is used as an optimization method.

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항공우주 파생기술 실용화를 위한 타당성 연구 - 수직 풍동 (Feasibility Study for Practical Application of Aerospace Derivative Technology - Vertical Wind Tunnel)

  • 권기정
    • 한국항공우주학회지
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    • 제45권2호
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    • pp.148-153
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    • 2017
  • 한국항공우주연구원 중형아음속풍동은 98년 완공 이래 20여년 가까운 노하우를 축적하였으며, 이제는 관련 기술을 상업화하기 위한 노력을 하고 있다. 그 일환으로 스카이다이빙 시뮬레이터가 장착된 수직 풍동 설계 연구를 수행 중에 있다. 고성능 저소음 설계를 포함한 개념 설계를 항우연에서 수행하고, 국내 제작 가능한 업체에 기술 이전을 하여 상업화 가능성을 높이고자 한다. 아울러 중국 시장 진출을 위해 중국 관련 기관과의 협력도 모색하고 있다.

응력해석을 통한 풍력 발전기용 피치/요 베어링 설계 검증 (Design evaluation of wind turbine pitch/yaw bearings by contact stress analysis)

  • 가재원;김재동;남용윤;임채환;박영준;방제성;이영신
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2011년도 추계학술대회 초록집
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    • pp.43.2-43.2
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    • 2011
  • Wind turbine pitch/yaw bearings are relatively big and have different operating conditions like very heavy load to support compared with widely used industrial bearings. Once pitch/yaw bearings failed, according to their special surroundings, serious damages like higher repair costs and additional costs by stopped electricity generation are occur. Therefore, pitch/yaw bearings must be designed to have enough strength and fatigue life under actual operating conditions. In this study, with finite element analysis, it was investigated that stress distribution between rolling elements and raceway and comparatively analyzed using widely used guideline (NREL DG03). Design parameters of wind turbine pitch/yaw bearings are also analyzed, and it could be used as reference for the large bearing design field.

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Limiting the sway on multi-storey un-braced steel frames bending on weak axis with partial strength connections

  • Tahir, Mahmood Md.;Ngian, Poi Shek
    • Structural Engineering and Mechanics
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    • 제38권6호
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    • pp.825-847
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    • 2011
  • This paper investigates the design using wind-moment method for semi-rigid un-braced steel frames bending on weak axis. A limiting sway method has been proposed to reduce the frame sway. Allowance for steel section optimization between moment of inertia on minor axis column and major axis beam was used in conjunction with slope-deflection analysis to derive equations for optimum design in the proposed method. A series of un-braced steel frames comprised of two, four, and six bays ranging in height of two and four storey were studied on minor axis framing. The frames were designed for minimum gravity load in conjunction with maximum wind load and vice-versa. The accuracy of the design equation was found to be in good agreement with linear elastic computer analysis up to second order analysis. The study concluded that the adoption of wind-moment method and the proposed limiting sway method for semi-rigid steel frame bending on weak axis should be restricted to low-rise frames not more than four storey.

A Study on the Performance of a 5 kW Scale VAWT with Omni-Directional Guide Vanes

  • Ryu, In-Ho;Hoang, Anh Dung;Kim, Jun-Ho;Lee, Ki-Seon;Yang, Chang-Jo
    • 한국유체기계학회 논문집
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    • 제19권4호
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    • pp.43-47
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    • 2016
  • Vertical axis wind turbine, despite of its limit in power efficiency, the simplicity in structure and maintenance is a competitive factor that keeps this type of turbine in the game until nowadays. Continuous solutions have been given to handle its major weakness and the use of omni-directional guide vane is an considerable one. In this paper, a 5kkW scale Savonius-based wind turbine enhanced with such guide vane system was design and studied. Together with reasonable blade design, the wind turbine shows promising performance compared with basic design while maintaining its original advantages.

풍력발전을 위한 소용량 영구자석형 동기발전기의 설계 및 해석 (Design and Analysis of Direct-Coupled, Small-Scaled Permanent Magnet Generator for Wind Power Application)

  • 김일중;최장영
    • 조명전기설비학회논문지
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    • 제28권5호
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    • pp.39-51
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    • 2014
  • This paper deals with design of a direct-coupled, small-scaled permanent magnet generator (PMG) for wind power application. First, this paper determines rated power and speed of the PMG from measured characteristics of wind turbines. Second, we derive analytical solutions for the open-circuit field in order to determine optimum magnet thickness and pole pitch/arc ratio. Third, on the basis of open circuit field solutions, stator magnetic circuit including slot opening, teeth width and yoke thickness is designed. And then, a diameter of stator coil which agree with a required current density is calculated, and its turns are determined from the area of slot considering winding packing factor. Finally, finite element (FE) method is employed in analyzing the details of the designed PMG and, test results such as back-emf measurements are given to confirm the design.

An integrated optimal design of energy dissipation structures under wind loads considering SSI effect

  • Zhao, Xuefei;Jiang, Han;Wang, Shuguang
    • Wind and Structures
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    • 제29권2호
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    • pp.99-110
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    • 2019
  • This paper provides a simple numerical method to determine the optimal parameters of tuned mass damper (TMD) and viscoelastic dampers (VEDs) in frame structure for wind vibration control considering the soil-structure interation (SSI) effect in frequency domain. Firstly, the numerical model of frame structure equipped with TMD and VEDs considering SSI effect is established in frequency domain. Then, the genetic algorithm (GA) is applied to obtain the optimal parameters of VEDs and TMD. The optimization process is demonstrated by a 20-storey frame structure supported by pile group for different soil conditions. Two wind resistant systems are considered in the analysis, the Structure-TMD system and the Structure-TMD-VEDs system. The example proves that this method can quickly determine the optimal parameters of energy dissipation devices compared with the traditional finite element method, thus is practically valuable.

200 W급 자이로밀형 수직축 풍력터빈 로터 블레이드 형상설계 및 유동해석 (Shape design and flow analysis on a 200W-class gyromill type vertical axis wind turbine rotor blade)

  • 조우석;김현수;최영도
    • Journal of Advanced Marine Engineering and Technology
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    • 제37권2호
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    • pp.170-177
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    • 2013
  • 본 연구는 200 W급 자이로밀형 소형 수직축 풍력터빈 로터 블레이드의 형상설계 및 유동해석에 의한 성능 검토에 관한 내용을 정리한 것이다. 2차원 형상의 로터 블레이드에 대하여 단일유관이론을 적용하여 설계하였으며, 설계 결과에 대해서 2차원 수치유동해석을 수행하여 해석결과의 검토로부터 3차원 로터 블레이드 기본 형상을 결정하고, 3차원 수치유동해석을 통하여 풍력터빈 로터 블레이드의 형상 결정 및 성능 검토를 하였다. 본 연구의 결과로부터 상대적 저풍속에서 200 W급 자이로밀형 수직축 풍력터빈 로터 블레이드의 형상을 도출하였고, 수치유동해석으로부터 정격출력 200 W를 확보할 수 있음을 확인하여, 본 연구에서 적용한 설계법의 타당성을 확보하였다.

Wind load effects and equivalent static wind loads of three-tower connected tall buildings based on wind tunnel tests

  • Ke, Shitang;Wang, Hao;Ge, Yaojun
    • Structural Engineering and Mechanics
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    • 제58권6호
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    • pp.967-988
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    • 2016
  • Due to the significant aerodynamic interference from sub-towers and surrounding tall buildings, the wind loads and dynamic responses on main tower of three-tower connected tall building typically change especially compared with those on the isolated single tall building. This paper addresses the wind load effects and equivalent static wind loads (ESWLs) of three-tower connected tall building based on measured synchronous surface pressures in a wind tunnel. The variations of the global shape coefficients and extremum wind loads of main tower structure with or without interference effect under different wind directions are studied, pointing out the deficiency of the traditional wind loads based on the load codes for the three-tower connected tall building. The ESWLs calculation method based on elastic restoring forces is proposed, which completely contains the quasi-static item, inertia item and the coupled effect between them. Then the wind-induced displacement and acceleration responses for main tower of three-tower connected tall building in the horizontal and torsional directions are investigated, subsequently the structural basal and floor ESWLs under different return periods, wind directions and damping ratios are studied. Finally, the action mechanism of interference effect on structural wind effects is investigated. Main conclusions can provide a sientific basis for the wind-resistant design of such three-tower connected tall building.