DOI QR코드

DOI QR Code

Study on Numerical-analysis Technique for Windpower System Structure under Environmental Loadings

환경하중하의 풍력발전 시스템 구조물의 수치 해석적 기법 연구

  • Jung, Hae-Young (Department of Precision Mechanical Engineering, Pusan National University) ;
  • Hong, Cheol-Hyun (Pusan Educational Center for Computer Aided Machine Design, Pusan National University)
  • 정해영 (부산대학교 정밀기계공학과) ;
  • 홍철현 (부산대학교 기계설계전산화인력양성센터)
  • Received : 2011.08.09
  • Accepted : 2011.10.17
  • Published : 2011.10.31

Abstract

The purpose of this study was to develop a buckling analysis technique for a windpower system structure under environmental loadings (hydrostatic pressure) using FEM. We analyzed an isotropic material and composite material and made a comparison using buckling pressure formulas. First, finite element analyses for an isotropic material (SC410) were performed to obtain the variation of buckling pressure for the number of elements and boundary conditions in a pressure-shell model, and the numerical results were compared with those of existing empirical formulas. Then, additional finite element analyses based on the results of the isotropic material (SC410) were performed to determine the optimum lamination angle and pattern for a composite material (URN300). The results of the FE analyses for the composite material were also compared with those of existing empirical formulas. The ply orientations (lamination angles) used in the FE analyses were $0^{\circ}$, $15^{\circ}$, $30^{\circ}$, $45^{\circ}$, $60^{\circ}$, $75^{\circ}$, and. The lamination patterns in the FE analyses were and. The lamination pattern was assumed to be the equivalent model of. The results of the FE analyses for the isotropic material (SC410) indicated that the optimal values for the number of elements and the boundary conditions were 6000 and both simply supported, respectively. The results of the FE analyses for the composite material (URN300) showed that the optimal ply orientation was $60^{\circ}{\sim}75^{\circ}$.

Keywords

References

  1. 강병윤, 한정영, 홍철현, 문병영 (2011). "경량화 복합재를 이용한 풍력 블레이드 개발과 해석에 관한 연구," 유체기계저널, 제14권, 12호 pp 59-64.
  2. 박치모, 이승훈 (2002). "상용소프트웨어를 이용한 원환보강 원통의 최종강도해석(II)," 한국해양공학회지, 제 16권 제 1호, pp 36-40.
  3. 산업자원부 (2007). 2MW PMSG평 주력발전 시스템개발, 에너지․개발, 에너지․자원기술개발사업 최종보고서.
  4. 손충렬, 이강수, 이정탁 (2008). "부가수 질량을 고려한 실린더형 풍력발전기타워의 동적응답연구," 한국태양에너지학회, 춘계학술대회발표논문집, pp. 61-66.
  5. 이강수, 손충렬 (2007). "해상 풍력 발전용 구조물 변화에 따른 고유진동해석," 한국소음진동학회 2007년 춘계학술대회 논문집, pp 1008-1016.
  6. 이재신 (1996). 선박 및 해양구조물 : 좌굴강도학, 세종출판사.
  7. 한정영, 홍철현 (2011). "대형 풍력발전용 필라멘트 와인딩 복합재타워의 좌굴 해석," 한국해양공학회지, 제25권, 제2호, pp 79-84.
  8. ABAQUS Analysys User's manual (2010). Vol 4 , Element, pp 447-449.
  9. ASME (2004). ASME BOILER & PRESSURE VESSEL CODE SECTION X, pp 34-37.
  10. ASTM (1987). ASTM D3039 Standard Test Method for Tensile Properties of Fiber-Resin Composites.
  11. Creswell, D.J. and Dow, R.S. (1986). "The Application of Nonlinear Analysis to Ship and Submarine Structures", Advances in Marine Structures, Proceedings of an International Conference, pp 174-200.
  12. Kwon, J.H., Hong, C.S. and Lee, I.C. (1995). "Postbuckling Compressive Strength of Graphite/Epoxy Laminated Cylindrical Panels Loaded in Compression", AIAAJ, Vol 33, No 2, pp 217-222. https://doi.org/10.2514/3.12428
  13. Lennon, R.F. and Das, P.K. (1997). "The Effect of Cold Forming and Welding Locked in Stress States on the Buckling Resistance of Orthogonally Stiffened Cylinders", In Proceedings of Advances in Marine Structures. Vol 3, Paper No 6.
  14. Polyzios, D.J., Raftoyiannis, I.J. and Ungkurapinan, N. (2009). "Static and Dynamic Characteristics of Muli-cell Jointed GFRP Wind Turbine Towers", Composite structures, Vol 90, No 1, pp 34-42. https://doi.org/10.1016/j.compstruct.2009.01.005
  15. Uys, P.E., Farkas, K., Jarmai, J. and van, Tonder, F. (2007). "Optimization of a Steel Tower for a Wind Turbine Structure", Engineering Structures, Vol 29, No 7, pp 1337-1342. https://doi.org/10.1016/j.engstruct.2006.08.011