Investigating the Flow Curve of the Flowcyl Test as a Measure of Yield Stress

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Abstract

The Particle-Matrix Method (PMM) is a two-phase model for proportioning and controlling the rheological properties of concrete. The PMM has been used in Norwegian industry, teaching and research for approximately 25 years. The method considers concrete as particles dispersed in matrix, defined as the filler modified cement paste including all fluids and particles < 125 microns. Matrix flow-properties are measured with the FlowCyl apparatus in a gravity-driven flow experiment, from which the flow resistance ratio, λQ, is calculated based on time vs mass-flow of approximately 1.5 litres of matrix. The PMM uses λQ as input to estimate concrete workability. Previous research has shown that λQ mainly relates to the plastic viscosity, while the correlation to the yield stress of the matrix is poor. This was partly attributed to high shear rates at the narrow outlet nozzle of the FlowCyl. In this paper, experimental and numerical analysis are performed to investigate whether different parts of the time vs volume flow curve correlate to yield stress. The results show that the correlation to the yield stress is substantially improved when either considering the time it takes for a given volume loss through the FlowCyl or the volume loss for a given time span, compared to the correlation to the traditionally calculated λQ. The best correlation to yield stress is found when considering the time it takes for a limited part of the flow of matrix to pass through the FlowCyl.
Original languageEnglish
Title of host publicationProceedings for the 6th fib International Congress 2022 : Concrete Innovation for Sustainability
Publisherfib
Publication date2022
Pages482-491
ISBN (Electronic)978-294064315-8
Publication statusPublished - 2022
Eventfib International Congress 2022 - Oslo, Norway
Duration: 12 Jun 202216 Jun 2022

Conference

Conferencefib International Congress 2022
Country/TerritoryNorway
CityOslo
Period12/06/202216/06/2022
Seriesfib Symposium
ISSN2617-4820

Keywords

  • Computational fluid dynamics; Concrete rheology; Filler modified cement paste
  • One-point characterization
  • Yield stress
  • Concrete rheology
  • Filler modified cement paste

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