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Free vibration analysis of rotating tapered blades using Fourier-p superelement
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  • Free vibration analysis of rotating tapered blades using Fourier-p superelement
  • Free vibration analysis of rotating tapered blades using Fourier-p superelement
저자명
Gunda. Jagadish Babu,Singh. Anuj Pratap,Chhabra. Parampal Singh,Ganguli. Ranjan
간행물명
Structural engineering and mechanics : An international journal
권/호정보
2007년|27권 2호|pp.243-257 (15 pages)
발행정보
테크노프레스
파일정보
정기간행물|ENG|
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이 논문은 한국과학기술정보연구원과 논문 연계를 통해 무료로 제공되는 원문입니다.
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기타언어초록

A numerically efficient superelement is proposed as a low degree of freedom model for dynamic analysis of rotating tapered beams. The element uses a combination of polynomials and trigonometric functions as shape functions in what is also called the Fourier-p approach. Only a single element is needed to obtain good modal frequency prediction with the analysis and assembly time being considerably less than for conventional elements. The superelement also allows an easy incorporation of polynomial variations of mass and stiffness properties typically used to model helicopter and wind turbine blades. Comparable results are obtained using one superelement with only 14 degrees of freedom compared to 50 conventional finite elements with cubic shape functions with a total of 100 degrees of freedom for a rotating cantilever beam. Excellent agreement is also shown with results from the published literature for uniform and tapered beams with cantilever and hinged boundary conditions. The element developed in this work can be used to model rotating beam substructures as a part of complete finite element model of helicopters and wind turbines.