Crack Identification in Cantilever Beam under Moving Load Using Change in Curvature Shapes
Cracks in structural components may ultimately lead to failure of the structure if not identified sufficiently early. This paper presents a crack-identification method based on time-domain. Captured time-domain data are processed into central difference approximation of displacement of each node (po...
Kaydedildi:
| Asıl Yazarlar: | , , , |
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| Materyal Türü: | Artigo |
| Dil: | Inglês |
| Baskı/Yayın Bilgisi: |
MDPI AG
2022-06-01
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| Seri Bilgileri: | Computation |
| Konular: | |
| Online Erişim: | https://www.mdpi.com/2079-3197/10/6/101 |
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