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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...

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Principais autores: Nutthapong Kunla, Thira Jearsiripongkul, Suraparb Keawsawasvong, Chanachai Thongchom
Format: Artigo
Sprog:Inglês
Udgivet: MDPI AG 2022-06-01
Serier:Computation
Fag:
crack identification
curvature shape
central difference approximation
cantilever beam
moving load
forced vibrational response
Online adgang:https://www.mdpi.com/2079-3197/10/6/101
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