Improved rheological characterisation of self-compacting cementitious pastes and concrete by advanced slump flow test analysis

The slump flow test is a widespread, frequently used and standardized test of workability and especially consistency in the field of concrete processing. While good quality information on yield stress can be derived from it, there is a lack of information on viscosity to date. The outlined paper demonstrates, how to derive plastic viscosity from an advanced evaluation of an automated test set up extended by video recordings of the slump flow test. Cementitious pastes and self-compacting concretes are investigated in a systematic study. The new approach for determining viscosity is introduced by evaluating the data from sectional radial flow velocity recordings with a corresponding modelling strategy. The methodology can also be adapted to the conventional slump flow test without additional technical equipment. Finally, the plastic viscosity is derived within defined constraints by calculating an idealised shear rate and shear stress of a flow curve. Furthermore, the influence of the lifting process and mix composition on the accuracy of the test is demonstrated by comparing conventional and automated mini-slump flow tests, which is useful for applying the test in quality control. • Automated slump flow evaluation method for flowable cementitious mixes. • Viscosity determination of flowable cementitious mixes using the slump flow test. • Determination of dispersion measures in the slump flow test, categorized by material, process and human influences.

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Publication Details

Journal
Construction and Building Materials
Published
2024-10-31
DOI
https://doi.org/10.1016/j.conbuildmat.2024.138857
Citations
3
Primary Topic
Innovations in Concrete and Construction Materials
Type
article
Field-Weighted Citation Impact
0.80
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article

Improved rheological characterisation of self-compacting cementitious pastes and concrete by advanced slump flow test analysis

Martin Schanz, Markus Krüger, Michael Autischer, Silvio Prskalo et al.
3 citations
Construction and Building Materials
Innovations in Concrete and Construction Materials
0.80
article

Improved rheological characterisation of self-compacting cementitious pastes and concrete by advanced slump flow test analysis

Martin Schanz, Markus Krüger, Michael Autischer, Silvio Prskalo, Joachim Juhart, Thomas Mülleder
article en
3 citations

Abstract

The slump flow test is a widespread, frequently used and standardized test of workability and especially consistency in the field of concrete processing. While good quality information on yield stress can be derived from it, there is a lack of information on viscosity to date. The outlined paper demonstrates, how to derive plastic viscosity from an advanced evaluation of an automated test set up extended by video recordings of the slump flow test. Cementitious pastes and self-compacting concretes are investigated in a systematic study. The new approach for determining viscosity is introduced by evaluating the data from sectional radial flow velocity recordings with a corresponding modelling strategy. The methodology can also be adapted to the conventional slump flow test without additional technical equipment. Finally, the plastic viscosity is derived within defined constraints by calculating an idealised shear rate and shear stress of a flow curve. Furthermore, the influence of the lifting process and mix composition on the accuracy of the test is demonstrated by comparing conventional and automated mini-slump flow tests, which is useful for applying the test in quality control. • Automated slump flow evaluation method for flowable cementitious mixes. • Viscosity determination of flowable cementitious mixes using the slump flow test. • Determination of dispersion measures in the slump flow test, categorized by material, process and human influences.

Construction and Building MaterialsVol. 452
Graz University of Technology (AT)
Sustainable cities and communities
Openalex Percentile: Top 28%
Innovations in Concrete and Construction Materials
0.80
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