A new simpli"ed approach to modelling cracks in beams undergoing transverse vibration is presented. The modelling approach uses Euler}Bernoulli beam elements with small modi"cations to the local #exibility in the vicinity of cracks. This crack model is then used to estimate the crack locations and s
THE LOCATION OF SPRING SUPPORTS FROM MEASURED VIBRATION DATA
โ Scribed by J.K. SINHA; M.I. FRISWELL
- Publisher
- Elsevier Science
- Year
- 2001
- Tongue
- English
- Weight
- 325 KB
- Volume
- 244
- Category
- Article
- ISSN
- 0022-460X
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โฆ Synopsis
Detecting the position of supports within an elastic structure has many applications, particularly when these supports are not "xed. Previous studies have presented methods for the detection of translational support locations in elastic structures based on the minimization of the di!erence between the measured and computed natural frequencies. However, these discrete supports were constrained to be at nodes of the "nite element model of the elastic structure. This required a "ne mesh and the numerical computation of the eigenvalue derivative with respect to the support location. This paper has the same purpose, namely to identify the support locations, but the position of the supports is now a continuous parameter. When the support is located within an element the shape functions are used to produce the global sti!ness matrix. The advantage is that the support location now appears explicitly in the formulation of the problem, and hence the analytical computation of the eigenvalue derivative is possible. Furthermore, the mesh may be much more coarse, requiring fewer degrees of freedom to detect the support locations, with reduced computational e!ort. The e!ect of identifying both the support sti!ness and location is also discussed. The proposed approach has been illustrated with simulated and experimental examples used in the earlier studies.
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