| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6703191 | Composite Structures | 2018 | 11 Pages |
Abstract
In this paper, the envelope of Frequency Response Functions (FRFs) obtained by the dynamic experimental tests are shown and the changes of natural frequency values are correlated to the damage degree of beam elements. Finally, modelling of RC beams by finite element method (FEM) is developed for the undamaged beam and for the beam damaged with notches. Experimental results are discussed and a comparison between the experimental results and the theoretical and numerical data obtained is shown.
Keywords
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Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
R. Capozucca,