Publication detail
Effect of gel–space ratio and microstructure on strength of hydrating cementitious materials: An engineering micromechanics approach
PICHLER B., HELLMICH CH., EBERHARDSTEINER J., WASSERBAUER J., TERMKHAJORNKIT P., BARBARULO R., CHANVILLARD G.
Original Title
Effect of gel–space ratio and microstructure on strength of hydrating cementitious materials: An engineering micromechanics approach
Type
journal article - other
Language
English
Original Abstract
Strengths of cement pastes with different mixture properties and maturities depend in a very similar overlinear fashion on the gel–space ratio, which is the ratio of the volume of hydration products over the volume of both hydration products and capillary pores. We here investigate the underlying microstructural effects by the experimentally validated micromechanics model of Pichler and Hellmich [CemConRes 41(5), 2011]. This model shows that the macrostrength of cement pastes are not only triggered by the capillary porosity, but also by a strengthening effect of unhydrated clinker - reinforcements - which are embedded as inclusions in the hydrate foam. The analysis is continued with quantifying the strength of the hydrates, in terms of an extended model validation activity. Satisfactory model performance is the motivation to present model predictions for the biaxial compressive failure envelopes of cement pastes, again as a function of gel–space ratio.
Keywords
Compressive strength (C); Micromechanics (C); Cement paste (D); Mortar (E)
Authors
PICHLER B., HELLMICH CH., EBERHARDSTEINER J., WASSERBAUER J., TERMKHAJORNKIT P., BARBARULO R., CHANVILLARD G.
RIV year
2013
Released
1. 3. 2013
Publisher
ELSEVIER
Location
Lausanne, Switzerland
ISBN
0008-8846
Periodical
Cement and Concrete Research
Year of study
45
Number
3
State
United Kingdom of Great Britain and Northern Ireland
Pages from
55
Pages to
68
Pages count
14
BibTex
@article{BUT97880,
author="Jaromír {Wasserbauer}",
title="Effect of gel–space ratio and microstructure on strength of hydrating cementitious materials: An engineering micromechanics approach",
journal="Cement and Concrete Research",
year="2013",
volume="45",
number="3",
pages="55--68",
issn="0008-8846"
}