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A Three-Phase Transport Model for High-Temperature Concrete Simulations Validated with X-ray CT Data

Concrete exposure to high temperatures induces thermo-hygral phenomena, causing water phase changes, buildup of pore pressure and vulnerability to spalling. In order to predict these phenomena under various conditions, a three-phase transport model is proposed. The model is validated on X-ray CT dat...

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Detalles Bibliográficos
Autores principales: Pohl, Christoph, Šmilauer, Vít, Unger, Jörg F.
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8433746/
https://www.ncbi.nlm.nih.gov/pubmed/34501136
http://dx.doi.org/10.3390/ma14175047