한국전산구조공학회:학술대회논문집 (Proceedings of the Computational Structural Engineering Institute Conference)
- 한국전산구조공학회 2008년도 정기 학술대회
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- Pages.397-401
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- 2008
Structural Optimization of Cantilever Beam in Conjunction with Dynamic Analysis
- Zai, Behzad Ahmed (Department of Mechanical Engineering Myongji University) ;
- Park, M.K. (Department of Mechanical Engineering Myongji University) ;
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Lim, Seung-Chul
(Department of Mechanical Engineering Myongji University) ;
- Lee, Joong-Won (Department of Mechanical Engineering Myongji University) ;
- Sindhu, Rashid Ali (Department of Mechanical Engineering Myongji University)
- 발행 : 2008.04.17
초록
Knowledge of dynamic characteristics of structural elements often can make difference between success and failure in the design of structure due to resonance effect. In this paper an analytical model of a cantilever beam having midpoint load is considered for structural optimization. This involves creating the geometry which allows parametric study of all design variables. For that purpose optimization of cantilever beam is elaborated in order to find the optimum geometry which minimizes its volume eventually for minimum weight using ANSYS. But such geometry could be obtained by different combinations of width and height, so that it may have the same cross sectional area yet different dynamic behavior. So for optimum safe design, besides minimum volume it should have minimum vibration as well. In order to predict vibration different dynamic analyses are performed simultaneously to solve the eigenvalues problem assuming no damping initially through MATLAB simulations using state space form for modal analysis, which identifies the resonant frequencies and mode shapes belonging to the lowest three modes of vibration. And next by introducing damping effects tip displacement, bending stress and the vertical reaction force at the fixed end is evaluated under some dynamic load of varying frequency, and finally it is discussed how resonance can be avoided for particular design. Investigation of results clearly shows that only structural analysis is not enough to predict the optimum values of dimension for safe design. Potentially this technique will meet maintenance and cost goals of many organizations particularly for the application where dynamic loading is invertible and helps a lot ensuring that the proposed design will be safe for both static and dynamic conditions.