Correlation of viscosimetry and practical tests of fresh cement paste consistency
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F21%3A00348399" target="_blank" >RIV/68407700:21110/21:00348399 - isvavai.cz</a>
Result on the web
<a href="https://doi.org/10.1063/5.0042721" target="_blank" >https://doi.org/10.1063/5.0042721</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1063/5.0042721" target="_blank" >10.1063/5.0042721</a>
Alternative languages
Result language
angličtina
Original language name
Correlation of viscosimetry and practical tests of fresh cement paste consistency
Original language description
The paper presents numerical modeling of fresh cement pastes correlated with viscosimetry measurements. Laboratory mini slump-flow tests are performed with three pastes of different fluidity. The mixtures are varying in water to cement ratio and amount of admixtures used. Static and dynamic viscosity examination using a rotational rheometer is performed in order to obtain material parameters of the Herschel-Bulkley model. Three material models are derived from different cycles of rheometer flow curves and fitted for every paste. The numerical simulation is performed with the computational fluid dynamics (CFD) package in ANSYS Fluent. The 2D axisymmetrical Volume of Fluid (VOF) with two variants of the model is prepared. The first variant is considering an instantaneous demoulding, which leads to overestimation of the final slump spread. The second variant considered mold lifting as a part of the simulation. The final spread is decreased compared to the variant with instantaneous demoulding. However, no model yields a satisfying agreement with experimental data. More complex models able to capture thixotropic behavior would be more appropriate for the tested cases.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
—
OECD FORD branch
20101 - Civil engineering
Result continuities
Project
<a href="/en/project/FW01010521" target="_blank" >FW01010521: Microstructural modifications of self-compacting concrete to reduce formwork pressures</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2021
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
SPECIAL CONCRETE AND COMPOSITES 2020: 17th International Conference
ISBN
978-0-7354-4066-1
ISSN
0094-243X
e-ISSN
0094-243X
Number of pages
6
Pages from-to
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Publisher name
AIP Publishing
Place of publication
Melville, NY
Event location
Skalský Dvůr
Event date
Oct 14, 2020
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
000653725400039