Damage Mechanism and Modeling of Concrete in Freeze–Thaw Cycles: A Review
The deterioration of concrete microstructures in freeze–thaw (F–T) cycles is the primary reason for the reduction in the service life of concrete. This paper reviews recent progress in the theory of damage mechanisms and damage models of concrete in F–T cycles. It is a detailed review of the salt-fr...
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| Autors principals: | , , , , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
MDPI AG
2022-08-01
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| Col·lecció: | Buildings |
| Matèries: | |
| Accés en línia: | https://www.mdpi.com/2075-5309/12/9/1317 |
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