Sokol, Milan and Venglár, Michal (2017) System identification of a composite beam. Pollack Periodica, 12 (3). pp. 43-54. ISSN 1788-1994
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Official URL: https://doi.org/10.1556/606.2017.12.3.5
Abstract
The primary aim of the paper is to present a simple method for determining the changes in stiffness of a composite beam. The experimental model was made from wood and plaster boards. It was simply supported beam with a length of 4 m. Accelerations were measured at 24 points along the beam. In either case data for intact and damaged models were acquired. The identification of the damage was done using a code developed by the authors. The vertical mode-shapes were analyzed, so changes in the stiffness could be detected.
| Item Type: | Article |
|---|---|
| Subjects: | T Technology / alkalmazott, műszaki tudományok > TA Engineering (General). Civil engineering (General) / általános mérnöki tudományok |
| Depositing User: | Erika Bilicsi |
| Date Deposited: | 02 Nov 2017 03:57 |
| Last Modified: | 31 Dec 2019 00:18 |
| URI: | http://real.mtak.hu/id/eprint/66607 |
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