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Evaluation of Unfilled Sheath in Concrete Structures Using Response Waveform in Time Domain

The impact elastic wave method (IEW) has been applied to evaluate the thickness and internal defects of the target structure based on the dominant frequency of the response wave that is formed by the repeated reflections in the thickness direction. However, it is difficult to evaluate the size and p...

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Principais autores: Kota Ikebata, Yoshikazu Kobayashi, Kenichi Oda, Katsuya Nakamura
Format: Artigo
Sprog:Inglês
Udgivet: MDPI AG 2021-12-01
Serier:Applied Sciences
Fag:
non-destructive testing
concrete
impact elastic wave method
impact-echo
difference value
internal defects
Online adgang:https://www.mdpi.com/2076-3417/11/23/11402
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