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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Bibliographic Details
Main Authors: Christoph Pohl, Vít Šmilauer, Jörg F. Unger
Format: Article
Language:English
Published: MDPI AG 2021-09-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/14/17/5047