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Slope variation effect on large deflection of compliant beam using analytical approach
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  • Slope variation effect on large deflection of compliant beam using analytical approach
  • Slope variation effect on large deflection of compliant beam using analytical approach
저자명
Khavaji. A.,Ganji. D.D.,Roshan. N.,Moheimani. R.,Hatami. M.,Hasanpour. A.
간행물명
Structural engineering and mechanics : An international journal
권/호정보
2012년|44권 3호|pp.405-416 (12 pages)
발행정보
테크노프레스
파일정보
정기간행물|ENG|
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기타
이 논문은 한국과학기술정보연구원과 논문 연계를 통해 무료로 제공되는 원문입니다.
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기타언어초록

In this study the investigation of large deflections subject in compliant mechanisms is presented using homotopy perturbation method (HPM). The main purpose is to propose a convenient method of solution for the large deflection problem in compliant mechanisms in order to overcome the difficulty and complexity of conventional methods, as well as for the purpose of mathematical modeling and optimization. For simplicity, a cantilever beam of linear elastic material under horizontal, vertical and bending moment end point load is considered. The results show that the applied method is very accurate and capable for cantilever beams and can be used for a large category of practical problems for the aim of optimization. Also the consequence of effective parameters on the large deflection is analyzed and presented.