This paper deals with the free vibration analysis of a multi-span beam with an arbitrary number of flexible constraints. Each span of the continuous beam is assumed to obey Timoshenko beam theory. Considering the compatibility requirements on each constraint point, the relationships between two adja
Free vibration analysis of multi-span pipe conveying fluid with dynamic stiffness method
โ Scribed by Bao-hui Li; Hang-shan Gao; Hong-bo Zhai; Yong-shou Liu; Zhu-feng Yue
- Publisher
- Elsevier Science
- Year
- 2011
- Tongue
- English
- Weight
- 393 KB
- Volume
- 241
- Category
- Article
- ISSN
- 0029-5493
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โฆ Synopsis
By taking a pipe as Timoshenko beam, in this paper the original 4-equation model of pipe conveying fluid was modified by taking the dynamic effects of fluid into account. The shape function that always used in the finite element method was replaced by the exact wave solution of the modified four equations. And then the dynamic stiffness was deduced for the free vibration of pipe conveying fluid. The proposed method was validated by comparing the results of critical velocity with analytical solution for a simply supported pipe at both ends. In the example, the proposed method was applied to calculate the first three natural frequencies of a three span pipe with twelve meters long in three different cases. The results of natural frequency for the pipe conveying stationary fluid fitted well with that calculated by finite element software Abaqus. It was shown that the dynamic stiffness method can still hold high precision even though the element's size was quite large. And this is the predominant advantage of the proposed method comparing with conventional finite element method.
๐ SIMILAR VOLUMES
In this article, the purpose is to investigate the changes in the magnitude of natural frequencies and modal response introduced by the presence of a crack on an axially loaded uniform Timoshenko beam using a particular member theory. A new and convenient procedure based on the coupling of dynamic s