Validation of Micromechanical Model for Prediction of ITZ Thickness of High-Strength Concrete Containing Secondary Cementitious Materials

Article Preview

Abstract:

The mechanical properties of a cementitious composite are strongly affected by interfacial transition zone (ITZ) between the matrix and the aggregates, mainly by its strength and thickness. A micromechanical model based on Mori-Tanaka scheme coupled with an estimation of deviatoric stress in ITZ was developed for evaluation of the effect of selected secondary cementitious materials (SCMs – silica fume, fly ash and metakaolin) on the properties of ITZ in high-strength concrete (HSC). The model was validated by means of comparison of predicted ITZ thickness with direct ITZ thickness measurements performed by a combination of scanning electron microscopy and grid nanoindentation. Very good agreement between the theoretical and experimental results was reached, therefore the developed micromechanical model can be used for further research and optimization of HSC containing SCMs. Silica fume was determined to be the most efficient supplementary cementitious material from the point of view of ITZ thickness reduction.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

143-148

Citation:

Online since:

June 2020

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2020 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] M.M. Johari, J. Brooks, S. Kabir and P. Rivard: Influence of supplementary cementitious materials on engineering properties of high strength concrete. Construction and Building Materials 25 (2011), p.2639–2648.

DOI: 10.1016/j.conbuildmat.2010.12.013

Google Scholar

[2] T. Akcaoglu, M. Tokyay and T. Celik: Assessing the ITZ microcracking via scanning electron microscope and its effect on the failure behavior of concrete. Cement and Concrete Research 35 (2015), p.358–363.

DOI: 10.1016/j.cemconres.2004.05.042

Google Scholar

[3] P. Bílý, J. Fládr, R. Chylík, L. Vráblík and V. Hrbek: The effect of cement replacement and homogenization procedure on mechanical properties of high-performance concrete Magazine of Civil Engineering 8/84 (2018).

DOI: 10.4028/www.scientific.net/ssp.292.102

Google Scholar

[4] V. Nežerka, J. Zeman and J. Němeček: Micromechanics-based simulations of compressive and tensile testing on lime-based mortars. Mechanics of Materials 105 (2017), p.49–60.

DOI: 10.1016/j.mechmat.2016.11.011

Google Scholar

[5] V. Nežerka, V. Hrbek, Z. Prošek, M. Somr, P. Tesárek and J. Fládr: Micromechanical characterization and modeling of cement pastes containing waste marble powder. Journal of Cleaner Production 195 (2018), p.1081–1090.

DOI: 10.1016/j.jclepro.2018.05.284

Google Scholar

[6] T. Mori and K. Tanaka: Average stress in matrix and average elastic energy of materials with mixfitting inclusions. Acta Metallurgica 21 (1973), p.571–574.

DOI: 10.1016/0001-6160(73)90064-3

Google Scholar

[7] Y. Benveniste: A new approach to the application of Mori-Tanaka theory in composite materials. Mechanics of Materials 6 (1987), p.147–157.

DOI: 10.1016/0167-6636(87)90005-6

Google Scholar

[8] V. Nežerka, P. Bílý, V. Hrbek and J. Fládr: Impact of silica fume, fly ash, and metakaolin on the thickness and strength of ITZ in concrete. Submitted to Cement and Concrete Composites (2019).

DOI: 10.1016/j.cemconcomp.2019.05.012

Google Scholar

[9] B. Pichler, C. Hellmich and J. Eberhardsteiner: Spherical and acicular representation of hydrates in a micromechanical model for cement paste: prediction of early-age elasticity and strength. Acta Mechanica 203 (2009), p.137–162.

DOI: 10.1007/s00707-008-0007-9

Google Scholar

[10] J. Stránský, J. Vorel, J. Zeman and M. Šejnoha: Mori-Tanaka based estimates of effective thermal conductivity of various engineering materials. Micromachines 2 (2011), p.129–149.

DOI: 10.3390/mi2020129

Google Scholar

[11] J.D. Eshelby: The Determination of the Elastic Field of an Ellipsoidal Inclusion, and Related Problems. Proceedings of the Royal Society of London 241 (1957), p.376–396.

DOI: 10.1098/rspa.1957.0133

Google Scholar

[12] G.W. Milton: The Theory of Composites. Cambridge Monographs on Applied and Computational Mathematics. Cambridge University Press (2002).

Google Scholar

[13] W. Oliver and G.M. Pharr: An Improved Technique for Determining Hardness and Elastic Modulus Using Load and Displacement Sensing Indentation Measurements. Material Research 7 (1992), p.1564–1583.

DOI: 10.1557/jmr.1992.1564

Google Scholar

[14] G. Constantinides et.al: Grid Indentation Analysis of Composite Microstructure and Mechanics: Principles and Validation. Material Science and Engineering A 430 (2006), p.189–202.

DOI: 10.1016/j.msea.2006.05.125

Google Scholar

[15] F.-J. Ulm et.al: Statistical Indentation Techniques for Hydrated Nanocomposites: Concrete, Bone and Shale. Amercian Ceramic Society 90 (2007), p.2677–2692.

DOI: 10.1111/j.1551-2916.2007.02012.x

Google Scholar

[16] L. Sorelli et.al: The nano-mechanical signature of Ultra High Performance Concrete by statistical nanoindentation techniques. Cement and Concrete Research 38 (2008), p.1447–1456.

DOI: 10.1016/j.cemconres.2008.09.002

Google Scholar

[17] K. Wu, H. Shi, L. Xu, G. Ye and G.D. Schutter: Microstructural characterization of ITZ in blended cement concretes and its relation to transport properties. Cement and Concrete Research 79 (2016), p.243–256.

DOI: 10.1016/j.cemconres.2015.09.018

Google Scholar

[18] Y. Gao, G.D. Schutter, G. Ye, H. Huang, Z. Tan and K. Wu: Characterization of ITZ in ternary blended cementitious composites: Experiment and simulation. Construction and Building Materials 41 (2013), p.742–750.

DOI: 10.1016/j.conbuildmat.2012.12.051

Google Scholar