Computational Fluid Dynamics Calibration of Tattersall Mk-II Type Rheometer for Concrete
Currently more and more researches have been performing concerning the numerical simulation of the behavior of fresh concrete during pumping or formwork filling. Adequate implementation of the rheology properties of fresh concrete is a determinant key to obtain realistic simulations. However, in man...
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Format: | Article |
Language: | English |
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De Gruyter
2013-06-01
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Series: | Applied Rheology |
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Online Access: | https://doi.org/10.3933/applrheol-23-34741 |
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author | Le H.D. De Schutter G. Kadri E.H. Aggoun S. Vierendeels J. Tichko S. Troch P. |
author_facet | Le H.D. De Schutter G. Kadri E.H. Aggoun S. Vierendeels J. Tichko S. Troch P. |
author_sort | Le H.D. |
collection | DOAJ |
description | Currently more and more researches have been performing concerning the numerical simulation of the behavior of fresh concrete during pumping or formwork filling. Adequate implementation of the rheology properties of fresh concrete is a determinant key to obtain realistic simulations. However, in many cases, the rheological parameters of the fresh concrete as determined by rheometers are not sufficiently accurate. The common principle of all the rheometers is not to measure directly the rheological parameters of concrete but to measure some basic physical parameters (torque, velocity, pressure, …) that that in some cases allow the calculation of the rheological parameter in terms of fundamental physical quantities. Errors can be caused by undesired flow phenomena which are not taken into the prediction formulas and by the inaccurate prediction formulas themselves. This is directly related to the poor calibration of the rheometer that cannot cover all ranges of materials. This paper investigates the calibration of the Tattersall MK-II rheometer by performing the numerical simulation for a tremendous range of concrete flowing in the rheometer, using computational fluid dynamics (CFD). This allows to quickly and accurately obtain the rheological properties of fresh concrete, which can then be used consistently for further flow simulations. This method can be applied for all types of rheometer. |
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institution | Directory Open Access Journal |
issn | 1617-8106 |
language | English |
last_indexed | 2024-12-21T03:47:25Z |
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publisher | De Gruyter |
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series | Applied Rheology |
spelling | doaj.art-76919dc4ae744783ba89f02ff77eff3b2022-12-21T19:17:03ZengDe GruyterApplied Rheology1617-81062013-06-0123310.3933/applrheol-23-34741Computational Fluid Dynamics Calibration of Tattersall Mk-II Type Rheometer for ConcreteLe H.D.0De Schutter G.1Kadri E.H.2Aggoun S.3Vierendeels J.4Tichko S.5Troch P.6Magnel Laboratory for Concrete Research, Department of Structural Engineering, Ghent University, 9000Ghent, BelgiumMagnel Laboratory for Concrete Research, Department of Structural Engineering, Ghent University, 9000Ghent, BelgiumLaboratory for Mechanics and Materials in Civil Engineering, Department of Civil Engineering, Unit of Formation and Research Science and Technology, Cergy-Pontoise University, 95000Pontoise, FranceLaboratory for Mechanics and Materials in Civil Engineering, Department of Civil Engineering, Unit of Formation and Research Science and Technology, Cergy-Pontoise University, 95000Pontoise, FranceDepartment of Flow, Heat and Combustion Mechanics, Ghent University, 9000Ghent, BelgiumMagnel Laboratory for Concrete Research, Department of Structural Engineering, Ghent University, 9000Ghent, BelgiumHydraulics Laboratory, Department of Civil Engineering, Ghent University,9000Ghent, BelgiumCurrently more and more researches have been performing concerning the numerical simulation of the behavior of fresh concrete during pumping or formwork filling. Adequate implementation of the rheology properties of fresh concrete is a determinant key to obtain realistic simulations. However, in many cases, the rheological parameters of the fresh concrete as determined by rheometers are not sufficiently accurate. The common principle of all the rheometers is not to measure directly the rheological parameters of concrete but to measure some basic physical parameters (torque, velocity, pressure, …) that that in some cases allow the calculation of the rheological parameter in terms of fundamental physical quantities. Errors can be caused by undesired flow phenomena which are not taken into the prediction formulas and by the inaccurate prediction formulas themselves. This is directly related to the poor calibration of the rheometer that cannot cover all ranges of materials. This paper investigates the calibration of the Tattersall MK-II rheometer by performing the numerical simulation for a tremendous range of concrete flowing in the rheometer, using computational fluid dynamics (CFD). This allows to quickly and accurately obtain the rheological properties of fresh concrete, which can then be used consistently for further flow simulations. This method can be applied for all types of rheometer.https://doi.org/10.3933/applrheol-23-34741rheometercfdcalibrationshear flowbinghamherschel-bulkleyfluent |
spellingShingle | Le H.D. De Schutter G. Kadri E.H. Aggoun S. Vierendeels J. Tichko S. Troch P. Computational Fluid Dynamics Calibration of Tattersall Mk-II Type Rheometer for Concrete Applied Rheology rheometer cfd calibration shear flow bingham herschel-bulkley fluent |
title | Computational Fluid Dynamics Calibration of Tattersall Mk-II Type Rheometer for Concrete |
title_full | Computational Fluid Dynamics Calibration of Tattersall Mk-II Type Rheometer for Concrete |
title_fullStr | Computational Fluid Dynamics Calibration of Tattersall Mk-II Type Rheometer for Concrete |
title_full_unstemmed | Computational Fluid Dynamics Calibration of Tattersall Mk-II Type Rheometer for Concrete |
title_short | Computational Fluid Dynamics Calibration of Tattersall Mk-II Type Rheometer for Concrete |
title_sort | computational fluid dynamics calibration of tattersall mk ii type rheometer for concrete |
topic | rheometer cfd calibration shear flow bingham herschel-bulkley fluent |
url | https://doi.org/10.3933/applrheol-23-34741 |
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