Influence of temperature on rheological properties of self-compacting mortars and concretes in rest state

The rheological properties of fresh mortars and self-compacting concretes (SCC) at rest – the static yield value gs and the thixotropy factor AT – at temperatures from 10 to 30°C were investigated. The static yield value gs and the thixotropy factor AT of SCC depends on the temperature and the w/c ratio. Immediately after casting, the static yield value gs of the SCC is the higher the higher the temperature and/or w/c ratio are. Thixotropy factor AT of fresh SCC depends mainly on w/c ratio – the higher w/c ratio the lower AT is. The increase in temperature of SCC reduces thixotropy factor AT , but the effect is insignificant. During the 40 minutes that the SCC remain at rest, the static yield value gs increases and this increase is faster for mixes with a higher w/c ratio. Thixotropy factor AT of SCC left in rest first increases over time, but then, after just 20 to 40 minutes, begins to decrease. Temperature does not affect static yield value gs and thixotropy factor AT changes in time. The nature of the effect of temperature on the rheological properties of mortars and SCC is analogous. It was proven that model mortars can be used to predict the effect of temperature on the rheological properties of SCC both in the flow phase and at rest and to predict changes in these parameters over time. The implications of the temperature effect on the rheological properties of SCC in terms of formwork pressure were also discussed

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Publication Details

Journal
Archives of Civil Engineering
Published
2024-12-13
DOI
https://doi.org/10.24425/ace.2024.151891
Citations
1
Primary Topic
Innovations in Concrete and Construction Materials
Type
article
Field-Weighted Citation Impact
0.27

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article

Influence of temperature on rheological properties of self-compacting mortars and concretes in rest state

Jacek Gołaszewski, Grzegorz Cygan
1 citations
Archives of Civil Engineering
Innovations in Concrete and Construction Materials
0.27
article

Influence of temperature on rheological properties of self-compacting mortars and concretes in rest state

Jacek Gołaszewski, Grzegorz Cygan
article en
1 citations

Abstract

The rheological properties of fresh mortars and self-compacting concretes (SCC) at rest – the static yield value gs and the thixotropy factor AT – at temperatures from 10 to 30°C were investigated. The static yield value gs and the thixotropy factor AT of SCC depends on the temperature and the w/c ratio. Immediately after casting, the static yield value gs of the SCC is the higher the higher the temperature and/or w/c ratio are. Thixotropy factor AT of fresh SCC depends mainly on w/c ratio – the higher w/c ratio the lower AT is. The increase in temperature of SCC reduces thixotropy factor AT , but the effect is insignificant. During the 40 minutes that the SCC remain at rest, the static yield value gs increases and this increase is faster for mixes with a higher w/c ratio. Thixotropy factor AT of SCC left in rest first increases over time, but then, after just 20 to 40 minutes, begins to decrease. Temperature does not affect static yield value gs and thixotropy factor AT changes in time. The nature of the effect of temperature on the rheological properties of mortars and SCC is analogous. It was proven that model mortars can be used to predict the effect of temperature on the rheological properties of SCC both in the flow phase and at rest and to predict changes in these parameters over time. The implications of the temperature effect on the rheological properties of SCC in terms of formwork pressure were also discussed

Archives of Civil Engineering
Silesian University of Technology (PL)
Silesian University of Technology
Sustainable cities and communities
Openalex Percentile: Top 40%
Innovations in Concrete and Construction Materials
0.27
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Influence of temperature on rheological properties of self-compacting mortars and concretes in rest state — Jacek Gołaszewski, Grzegorz Cygan · Archives of Civil Engineering (2024) | TGRS Research Map | TGRS