Hostname: page-component-cd9895bd7-mkpzs Total loading time: 0 Render date: 2024-12-27T02:25:37.325Z Has data issue: false hasContentIssue false
  • English
  • Français

Multi-Scale Digital-Image-Based Modelling of Cement-Based Materials

Published online by Cambridge University Press:  21 February 2011

D.P. Bentz ,
E.J. Garboczi ,
H.M. Jennings  and
D.A. Quenard
D.P. Bentz
Affiliation:
Building and Fire Research Laboratory, Building 226, Room B-350, National Institute of Standards and Technology, Gaithersburg, MD 20899, USA
E.J. Garboczi
Affiliation:
Building and Fire Research Laboratory, Building 226, Room B-350, National Institute of Standards and Technology, Gaithersburg, MD 20899, USA
H.M. Jennings
Affiliation:
Department of Materials Science and Engineering, Northwestern University, Evanston, IL 60208, USA
D.A. Quenard
Affiliation:
Centre Scientifique et Technique du Batiment, Saint-Martin d'Heres, FRANCE
Get access

Abstract

Computer modelling of the properties and performance of cement-based materials is complicated by the large range of relevant size scales. Processes occurring in the nanometersized pores ultimately affect the performance of these materials at the structural level of meters and larger. One approach to alleviating this complication is the development of a suite of models, consisting of individual digital-image-based structural models for the calcium silicate hydrate gel at the nanometer level, the hydrated cement paste at the micrometer level, and a mortar or concrete at the millimeter level. Computations performed at one level provide input properties to be used in simulations of performance at the next higher level. This methodology is demonstrated for the property of ionic diffusivity in saturated concrete. The more complicated problem of drying shrinkage is also addressed.

Type
Research Article
Information
MRS Online Proceedings Library (OPL) , Volume 370: Symposia Va/Vb – Microstructure of Cement-Based Systems/Bonding and Interfaces in Cement... , 1994 , 33
Copyright
Copyright © Materials Research Society 1995

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

[1] Scrivener, K.L., in Materials Science of Concrete I, edited by Skalny, J.P. (American Ceramic Society, Westerville, OH, 1989), p. 127.Google Scholar
[2] Bentz, D.P., Schlangen, E., and Garboczi, E.J., in Materials Science of Concrete IV, edited by Skalny, J.P. and Mindess, S. (American Ceramic Society, Westerville, OH, 1994).Google Scholar
[3] Garboczi, E.J., Schwartz, L.M., and Bentz, D.P., “Modelling the Influence of the Interfacial Zone on the Conductivity and Diffusivity of Mortar,” submitted to J. of Advanced Cement-Based Mat.Google Scholar
[4] Garboczi, E.J., Schwartz, L.M., and Bentz, D.P., “Modelling the D.C. Electrical Conductivity of Mortar,” these proceedings.Google Scholar
[5] Schwartz, L.M., Garboczi, E.J., and Bentz, D.P., “Interfacial Transport in Porous Media: Application to D.C. Electrical Conductivity of Mortars,” submitted to Phys. Rev. B.Google Scholar
[6] Neubauer, C.M., Jennings, H.M., and Garboczi, E.J., “Modelling the Effect of Interfacial Zone Microstructure and Properties on the Elastic Drying Shrinkage of Mortar,” submitted to J. of Advanced Cement-Based Mat.Google Scholar
[7] Bentz, D.P., Quenard, D.A., Baroghel-Bouny, V., Garboczi, E.J., and Jennings, H.M., “Modelling Drying Shrinkage of Cement Paste and Mortar: Part 1. Structural Models from Nanometers to Millimeters,” to appear in Mat. and Struc.Google Scholar
[8] Jennings, H.M., and Xi, Y., in Creep and Shrinkage of Concrete, edited by Bazant, Z.P. and Carol, I. (E & F Spon, London, 1993), p. 85.Google Scholar
[9] Huet, C., in Micromechanics of Concrete and Cementitious Composites, edited by Huet, C. (Presses Polytechniques et Universitaires Romandes, Lausanne, 1993), p. 117.Google Scholar
[10] Bentz, D.P., Martys, N.S., Stutzman, P.E., Levenson, M.S., Garboczi, E.J., Dunsmuir, J., and Schwartz, L.M., “X-Ray Microtomography of an ASTM C109 Mortar Exposed to Sulfate Attack,” these proceedings.Google Scholar
[11] Stutzman, P.E., Ceramic Trans. 16, 237 (1991).Google Scholar
[12] Allen, A.J., Oberthur, R.C., Pearson, D., Schofield, P., and Wilding, C.R., Phil. Mag. B 56 (3), 263 (1987).Google Scholar
13] Baroghel-Bouny, V., PhD thesis, L'ecole Nationale des Ponts et Chaussees, Paris, France 1994.Google Scholar
[14] Bentz, D.P., Coveney, P.V., Garboczi, E.J., Kleyn, M.F., Stutzman, P.E., Modelling and Sim. in Mat. Sci. and Eng. 2 (4), 783 (1994).Google Scholar
[15] Bentz, D.P., and Garboczi, E.J., “Guide to Using HYDRA3D: A Three-Dimensional Digital-Image-Based Cement Microstructure Model,” NISTIR 4746, U.S. Department of Commerce (1992).Google Scholar
[16] Bentz, D.P., and Garboczi, E.J., Cem. and Conc. Res. 21, 325 (1991).Google Scholar
[17] Garboczi, E.J., and Bentz, D.P., J. of Mat. Sci. 27 2083 (1992).Google Scholar
[18] Winslow, D.N., Cohen, M.D., Bentz, D.P., Snyder, K.A., and Garboczi, E.J., Cem. and Conc. Res. 24 (1), 25 (1994).Google Scholar
[19] Bentz, D.P., Hwang, J.T.G., Hagwood, C., Garboczi, E.J., Snyder, K.A., Buenfeld, N., Scrivener, K.L., “Interfacial Zone Percolation in Concrete: Effects of Interfacial Zone Thickness and Aggregate Shape,” these proceedings.Google Scholar
[20] Garboczi, E.J., and Day, A. R., “An Algorithm for Computing the Effective Linear Elastic Properties of Heterogeneous Materials: 3-D Results for Composites with Equal Phase Poisson Ratios,” submitted to J. of AppI. Phys.Google Scholar
[21] Halamickova, P., Detwiler, R.J., Bentz, D.P., and Garboczi, E.J., “Water Permeability and Chloride Ion Diffusion in Portland Cement Mortars: Relationship to Sand Content and Critical Pore Diameter,” accepted by Cem. and Conc. Res.Google Scholar
[22] Olson, R.A., Christensen, B.J., Coverdale, R.T., Ford, S.J., Moss, G.M., Jennings, H.M., Mason, T.O., and Garboczi, E.J., “Microstructural Analysis of Freezing Cement Paste Using Impedance Spectroscopy,” submitted to J. of Mat. Sci.Google Scholar
[23] Bentur, A., Berger, R.L., , Lawrence Jr., F.V., , Milestone, N.B., Mindess, S., and Young, J.F., Cem. and Conc. Res. 9, 83 (1979).Google Scholar
[24] Fu, Y., Gu, P., Xie, P., and Beaudoin, J.J., Cem. and Conc. Res. 24 (6), 1085 (1994).Google Scholar
[25] Wittmann, F.H., in Creep and Shrinkage in Concrete Structures, edited by Bazant, Z.P. and Wittmann, F.H. (John H. Wiley & Sons, Ltd., New York, 1982) p. 129.Google Scholar
[26] Quenard, D.A., Bentz, D.P., and Garboczi, E.J., in Drying '92, edited by Mujumdar, A.S. (Elsevier Science, 1992) p. 253.Google Scholar