Identification of fixedness and loading of an end of the Euler–Bernoulli beam by the natural frequencies of its vibrations
- 作者: Aitbaeva A.A.1, Akhtyamov A.M.2,1
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隶属关系:
- Mavlyutov Institute of Mechanics
- Bashkir State University
- 期: 卷 11, 编号 1 (2017)
- 页面: 1-7
- 栏目: Article
- URL: https://journals.rcsi.science/1990-4789/article/view/212571
- DOI: https://doi.org/10.1134/S199047891701001X
- ID: 212571
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详细
Under consideration is the uniform Euler–Bernoulli beam whose left end is fixed, and some load elastically fixed by two springs is concentrated at the right end. If the beam is hit then it begins vibrating. The aim of the article is to determine the parameters of fixedness (rigidity coefficients of springs) and loading (the mass andmoment of inertia of the load) of the right end of the beam by natural frequencies of its flexural vibrations. It is shown that the four unknown parameters of the boundary conditions at the right end of the beam are uniquely determined from the five natural frequencies of its flexural vibrations. Some counterexample is presented showing that four natural frequencies are insufficient for the unique identification of these four nonnegative parameters.
作者简介
A. Aitbaeva
Mavlyutov Institute of Mechanics
编辑信件的主要联系方式.
Email: phunakoshi@mail.ru
俄罗斯联邦, pr. Oktyabrya 71, Ufa, 450054
A. Akhtyamov
Bashkir State University; Mavlyutov Institute of Mechanics
Email: phunakoshi@mail.ru
俄罗斯联邦, ul. Zaki Validi 32, Ufa, 450076; pr. Oktyabrya 71, Ufa, 450054
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