• Title/Summary/Keyword: 수평축 풍력발전용터빈

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A Study on the 1MW Horizontal Axis Wind Turbine Rotor Design and 3D Numerical Analysis by CFD (CFD에 의한 1MW 수평축 풍력발전용 로터 설계 및 해석에 관한 연구)

  • Kim, B. S.;Kim, Y. T.;NAM, C. D.;Kim, J. G.;Lee, Y. H.
    • 유체기계공업학회:학술대회논문집
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    • 2004.12a
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    • pp.396-401
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    • 2004
  • In this paper, a 1MW HAWT(FIL-1000) rotor blade has been designed by BEMT(Blade Element Momentum Theory) with Prandtl's tip loss. Also, a 3-D flow and performance analysis on the FIL-1000 rotor blade has been carried out by using the 3-D Navier-Stokes commercial solver (CFX-5.7) to provide more efficient design techniques to the large-scale HAWT engineers. The rated power and itsapproaching wind velocity at design point (TSR=7.5) are 1MW and 9.99m/s respectively. The rotor diameter is 54.5m and the rotating speed is 26.28rpm. Airfoils such as FFA W-301, DU91-W-250, DU93-W-210, NACA 63418, NACA 63415 consist of the rotor blade from hub to tip. Recent CFX version, 5.7 was adopted to simulate 3-D flow field and to analyze the performance characteristics of the rotor blade. Entire mesh node number is about 730,000 and it is generated by ICEM-CFD to achieve better mesh quality The predicted maximum power occurringat the design tip speed ratio is 931.45kW. Approaching to the root, the inflow angle becomes large, which causesthe blade to be stalled in the region. Therefore, k-$\omega$ SST turbulence model was used to predict the quantitative flow information more accurately. Application of commercial CFD code to optimum blade design and performance analysis was proved to be more effective environment to HAWT blade designers.

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Stress Analysis of Composite Rotor Blade with Sandwich Structure for Medium Class HAWT (좌굴 및 비선형성을 고려한 중형 수평축 풍력터빈용 샌드위치 복합재 회전날개의 설계 개선에 관한 연구)

  • 공창덕;오동우;방조혁
    • Journal of the Korean Society of Propulsion Engineers
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    • v.2 no.3
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    • pp.1-9
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    • 1998
  • The exhaustion of fossil fuels and serious environmental pollution put the concern about non-po llution energy into the world. On the developments of technology, wind energy has been spotlighted as a non-pollution energy in many countries. This study has carried out the aerodynamic and structural design procedure of the lightweight composite rotor blades with an appropriate aerodynamic performance and structural strength for the 500㎾ medium class wind turbine system. The previous design, which is shell-spar structure, is redesigned to shell-spar- sandwich structure for light weight. Large deformation problem from light weight is examined by non-linear analysis. Local buckling occurred under lower stress than failure stress. The buckling analysis is accomplished to confirm the safety of the composite blade. The stress analysis around pin hole joint part at hub is carried out and it is confirmed that the pin hole is not failed. The results show that the resonance of redesigned blade does not happen in operation range.

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Design Improvement on Wind Turbine Blade of Medium Scale HAWT by Considering IEC 1400-1 Specification (IEC1400-1 규격을 고려한 중형 수평축 풍력발전용 회전날개의 설계개선 연구)

  • 공창덕;정석훈;장병섭;방조혁
    • Journal of the Korean Society of Propulsion Engineers
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    • v.4 no.3
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    • pp.29-37
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    • 2000
  • Because the previous design procedure for the composite wind turbine blade structure using trial and error method takes long time, a improved design procedure by using the program based on classical laminate theory was proposed to reduce the inefficient element. According to the improved design procedure, limitation of strains, stresses and displacements specified by international standard specification IEC1400-1 for the composite wind turbine blade were applied to sizing the structural configuration by using the rule of mixture and the principal stress design technique with a simplified turbine blade. Structural safety for strength and buckling stability was confirmed by the developed analysis program based on the laminate theory to minimize the design procedure. After modifying the preliminary design result with additional structural components such as skin, foam sandwich and mounting joints, stresses, strains, displacements, natural frequency, buckling load and fatigue life were analyzed by the finite element method. Finally these results were confirmed by comparing with IEC1400-1 specification.

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