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A HYDRATION MODEL OF AGGREGATE-MORTAR TRANSITION ZONE CONSIDERING PORE-PERMEATION COUPLING EFFECT BASED ON FRACTAL THEORY

ABSTRACT
The high and non-uniform distributed porosity of the interfacial transition zone affects the macroscopic properties and failure behavior of concrete significantly, and it relies on the non-uniform water-cement ratio and pore-permeation coupling effect during hydration. However, current hydration models could not reveal the above facts. In this paper, water-cement distribution is derived, pore-permeation coupling effect is introduced based on fractal theory. Finally, a hydration model of the interfacial transition zone is established. A good agreement between the porosity prediction of interfacial transition zone and experimental data is found.
KEYWORDS
PAPER SUBMITTED: 2021-01-06
PAPER REVISED: 2021-08-17
PAPER ACCEPTED: 2021-08-17
PUBLISHED ONLINE: 2022-07-16
DOI REFERENCE: https://doi.org/10.2298/TSCI2203787Z
CITATION EXPORT: view in browser or download as text file
THERMAL SCIENCE YEAR 2022, VOLUME 26, ISSUE Issue 3, PAGES [2787 - 2796]
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© 2024 Society of Thermal Engineers of Serbia. Published by the Vinča Institute of Nuclear Sciences, National Institute of the Republic of Serbia, Belgrade, Serbia. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution-NonCommercial-NoDerivs 4.0 International licence