Standard Reference Materials for Rheological Measurements of Cement-Based Materials

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Title: Standard Reference Materials for Rheological Measurements of Cement-Based Materials

Author(s): N. S. Martys, W. L. George, S. G. Satterfield, B. Toman, M. A. Peltz, S. Z. Jones, and C. F. Ferraris

Publication: Materials Journal

Volume: 118

Issue: 6

Appears on pages(s): 325-330

Keywords: cement-based materials; computational fluid dynamics; non-Newtonian fluids; rheology; shear rate; smoothed particles dynamics; Standard Reference Materials (SRM); viscosity

DOI: 10.14359/51733132

Date: 11/1/2021

Abstract:
In this paper, a suite of three Standard Reference Materials (SRM) for calibration of rotational rheometers that are used to characterize the flow of cement-based materials is described. These SRMs were designed to have rheological properties similar to those of a cement paste, mortar, and concrete but are stable for at least 7 days with no hydration. The SRMs for mortar and for concrete are unique because their certified values are based largely on computer simulations. Indeed, this is the first time that a computer simulation-based SRM has been certified at the National Institute of Standards and Technology (NIST). The authors were motivated to use a computational approach for creating these SRMs because physical measurements introduced a variety of flow artifacts, due to rheometer designs, that put the experimental results into question. The use of such SRMs for calibrating different rheometers, which typically provide measurements in terms of torque and rotational rate, will allow the user to obtain results in fundamental units. That is, different rheometers will provide consistent measurements of viscosity versus shear rate. In addition, this approach uses a universal scaling ansatz that allows one to establish a relationship between the viscosity versus shear rate of a paste, mortar, or concrete to each other.

Related References:

1. ASTM C143/C143M-05, “Standard Test Method for Slump of Hydraulic Cement Concrete,” ASTM International, West Conshohocken, PA, 2005.

2. Bird, R. B.; Armstrong, R. C.; and Hassager, O., Dynamics of Polymeric Liquids: Volume 1 Fluid Mechanics, second edition, Wiley & Sons, New York, 1987, 672 pp.

3. Ferraris, C. F., and Brower, L. E., “Comparison of Concrete Rheometers: International Tests at LCPC (Nantes, France) in October 2000 (NISTIR 6819),” National Institute of Standards and Technology, Gaithersburg, MD, 2001.

4. Ferraris, C. F., and Brower, L. E., “Comparison of Concrete Rheometers: International Tests at MB (Cleveland OH, USA) in May 2003 (NISTIR 7154),” National Institute of Standards and Technology, Gaithersburg, MD, 2004.

5. Ferraris, C. F.; Stutzman, P.; Winpigler, J.; and Guthrie, W., “Certification of SRM 2492: Bingham Paste Mixture for Rheological Measurements,” NIST Special Publication 260-174, National Institute of Standards and Technology, Gaithersburg, MD, 2012.

6. Olivas, A.; Ferraris, C. F.; Guthrie, W. F.; and Toman, B., “Re-Certification of SRM 2492: Bingham Paste Mixture for Rheological Measurements,” NIST Special Publication 260-182, National Institute of Standards and Technology, Gaithersburg, MD, 2015.

7. ASTM C1874-19, “Standard Test Method for Measuring the Rheological Properties of Cementitious Materials Using a Coaxial Rotational Rheometer,” ASTM International, West Conshohocken, PA, 2019.

8. Olivas, A.; Ferraris, C. F.; Martys, N. S.; George, W. L.; Garboczi, E. J.; and Toman, B., “Certification of SRM 2493: Standard Reference Mortar for Rheological Measurements,” NIST Special Publication 260-187, National Institute of Standards and Technology, Gaithersburg, MD, 2017. doi: 10.6028/NIST.SP.260-187

9. Martys, N. S.; George, W. L.; Chun, B.-W.; and Lootens, D., “A Smoothed Particle Hydrodynamics-Based Fluid Model with a Spatially Dependent Viscosity: Application to Flow of a Suspension with a Non-Newtonian Fluid Matrix,” Rheologica Acta, V. 49, No. 10, 2010, pp. 1059-1069. doi: 10.1007/s00397-010-0480-7

10. Liard, M.; Martys, N. S.; George, W. L.; Lootens, D.; and Hebraud, P., “Scaling Laws for the Flow of Generalized Newtonian Suspensions,” Journal of Rheology, V. 58, No. 6, 2014, pp. 1993-2015. doi: 10.1122/1.4896896

11. Olivas, A.; Helsel, M. A.; Martys, N. S.; Ferraris, C. F.; and Ferron, R. P., “Rheological Measurement of Suspensions without Slippage: Experimental and Model,” NIST Technical Note 1946, National Institute of Standards and Technology, Gaithersburg, MD, 2016. doi: 10.6028/NIST.TN.1946

12. Design of the spiral is posted in NIST website under SRM 2493 or the concrete under SRM 2497, https://www-s.nist.gov/srmors/certificates/documents/2493_Spindle-Helical.pdf

13. Metzger, B., and Butler, J. E., “Clouds of Particles in a Periodic Shear Flow,” Physics of Fluids, V. 24, No. 2, 2012, p. 021703. doi: 10.1063/1.3685537

14. Hosseinpoor, M.; Baba-Issa, O. K.; and Yahia, A., “Rheo-

Morphological Investigation of Reynolds Dilatancy and Its Effect on Pumpability of Self-Consolidating Concrete,” Cement and Concrete Composites, V. 117, Mar. 2021, p. 103192.

15. Ferraris, C. F.; Martys, N. S.; Peltz, M.; George, W. L.; Garboczi, E. J.; and Toman, B., “Certification of SRM 2497: Standard Reference Concrete for Rheological Measurements,” NIST Special Publication 260-194, National Institute of Standards and Technology, Gaithersburg, MD, 2019. doi: 10.6028/NIST.SP.260-194

16. Gelman, A.; Carlin, J.; Stern, H.; Dunson, D.; Vehatri, A.; and Rubin, D., Bayesian Data Analysis, third edition, Chapman & Hall, Boca Raton, FL, 2013.

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