Impact of temperature and relative humidity variations on coda waves in concrete.
Civil engineering
Coda wave interferometry
Concrete
Model
Monitoring
Non-destructive testing
Quality factor
Relative humidity
Temperature
Ultrasound
Journal
Scientific reports
ISSN: 2045-2322
Titre abrégé: Sci Rep
Pays: England
ID NLM: 101563288
Informations de publication
Date de publication:
14 Aug 2024
14 Aug 2024
Historique:
received:
13
05
2024
accepted:
06
08
2024
medline:
15
8
2024
pubmed:
15
8
2024
entrez:
14
8
2024
Statut:
epublish
Résumé
The microstructure of concrete can be affected by many factors, from non-destructive environmental factors through to destructive damage induced by transient stresses. Coda wave interferometry is a technique that is sensitive enough to detect weak changes within concrete by evaluating the ultrasonic signal perturbation compared to a reference state. As concrete microstructure is sensitive to many factors, it is important to separate their contributions to the observables. In this study, we characterize the relationships between the concrete elastic and inelastic properties, and temperature and relative humidity. We confirm previous theoretical studies that found a linear relationship between temperature changes and velocity variation of the ultrasonic waves for a given concrete mix, and provide scaling factors per Kelvin for multiple settings. We also confirm an anti-correlation with relative humidity using long-term conditioning. Furthermore, we explore beyond the existing studies to establish the relationship linking humidity and temperature changes to ultrasonic wave attenuation.
Identifiants
pubmed: 39143263
doi: 10.1038/s41598-024-69564-4
pii: 10.1038/s41598-024-69564-4
doi:
Types de publication
Journal Article
Langues
eng
Sous-ensembles de citation
IM
Pagination
18861Subventions
Organisme : Deutsche Forschungsgemeinschaft
ID : 398216472
Organisme : Deutsche Forschungsgemeinschaft
ID : 398216472
Organisme : Deutsche Forschungsgemeinschaft
ID : 398216472
Informations de copyright
© 2024. The Author(s).
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