Analysis of the development of cluster cracks in the cement paste modified by microsilica

Maciej Szeląg

maciej.szelag@pollub.pl
Department of General Construction; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)
https://orcid.org/0000-0003-1868-4124

Stanisław Fic


Department of General Construction; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)
https://orcid.org/0000-0002-3182-9060

Abstract

Article describes the course of research on the possibility of the application of the computer-based image analysis techniques to evaluate the structure of cluster cracks on the surface of modified cement paste. Four sets of specimens were performed, based on two Portland cements (CEM I 42,5R and CEM I 52,5R). In addition, the two series include microsilica as a substitute for 10% of cement. Cracks of samples were obtained by the sudden temperature load at the value of 250°C. Image of the cracked surface was obtained by scanning at a resolution of 2400DPI, and to digital processing and measurements ImageJ v. 1.46r software was used. To describe the structure of the cracks two stereological parameters were proposed: average cluster area (A) and average cluster perimeter (L). The aim of the work is to reference obtained results from the image analysis to the compressive and tensile strength of tested specimens. In addition, considering the structure of cement paste as a dispersion system the process of the cluster structures formation was described, which under external loads transform and affect the final properties of the composite material.


Keywords:

image analysis, cement paste, microsilica, elevated temperature, cluster cracks

[1] Neville A.M. Właściwości Betonu. Polski Cement, 2000.
[2] Fic S.B., Vyrovoy V.N., Dorofeev V.S. Procesy samoorganizacji struktury kompozytowych materiałów budowlanych. Politechnika Lubelska, 2013.
[3] Naus D.J. The effect of elevated temperature on concrete materials and structures – a literature review (No. ORNL/TM-2005/553). Oak Ridge National Laboratory, 2006
[4] Schneider U. Concrete at high temperatures - a general review. Fire Safety Journal 13(1) (1988) 55-68.
[5] Harmathy T.Z. Thermal properties of concrete at elevated temperatures. Journal of Materials 5 (1970) 47-74.
[6] Handoo S.K., Agarwal S., Agarwal S.K. Physico – chemical, mineralogical, and morphological characteristics of concrete exposed to elevated temperatures. Cement and Concrete Research 32 (2002) 1009-1018.
[7] Georgali B., Tsakiridis P.E. Microstructure of fire – damaged concrete, a case ctudy. Cement and Concrete Composites 27 (2005) 255-259.
[8] Peng G.F., Huang Z.S. Change in microstructure of hardened cement paste subjected to elevated temperatures. Construction and Building Materials 22 (2008) 593-599.
[9] Alonso C., Fernandez L. Dehydration and rehydration process of cement paste exposed to high temperature environments. Journal of Material Science 39 (2004) 3015-3024.
[10] Mendes A., Sanjayan J.G., Gates W.P., Collins F. The influence of water absorption and porosity on the deterioration of cement paste and concrete exposed to elevated temperatures, as in a fire event. Cement and Concrete Composites 34 (2012) 1067-1074.
[11] Fu Y.F., Wong Y.L., Poon C.S., Tang C.A., Lin P. Experimental study of micro/macro crack development and stress-strain relations of cement-based composite materials at elevated temperatures. Cement and Concrete Research 34 (2004) 789-797.
[12] Fu Y.F., Wong Y.L., Poon C.S., Tang C.A. Numerical tests of thermal cracking induced by temperature gradient in cement-based composites under thermal loads. Cement and Concrete Composites 29 (2007) 103-116.
[13] Kurdowski W. Chemia cementu i betonu. Wydawnictwo Polski Cement, Wydawnictwo Naukowe PWN, 2010
[14] Dias W.P.S, Khoury G.A., Sullivan P.J.E. Shrinkage of hardened cement paste at temperatures up to 670°C (1238°F). ACI Materials Journal 87 (1990) 204-209.
[15] Lim S., Mondal P. Micro- and nano-scale characterization to study the thermal degradation of cement-based materials. Materials Characterization 92 (2014) 15-25.
[16] Ibrahim R.K., Hamid R., Taha M.R. Strength and microstructure of mortar containing nanosilica at high temperature. ACI Materials Journal 111 (2014) 163-170.
[17] Morsy M.S., Alsayed S.H., Aqel M. Effect of elevated temperature on mechanical properties and microstructure of silica flour concrete. International Journal of Civil & Environmental Engineering 10 (2010) 1-6.
[18] Szeląg M., Szewczak A. Zastosowanie stereologii w inżynierii materiałów budowlanych. Budownictwo i Architektura 14(1) (2015) 115-125.
[19] Konkol J., Kulpiński J., Prokopski G. Zastosowanie analizy obrazu do określania porowatości betonu na próbkach utwardzonych. Inżynieria Materiałowa 6 (2002) 737-742.
[20] Inyang H.I., Hourani M.S., Menezes G.B., Young D.T., Ogunro V.O., Bin S., Work D. Stereological analysis of aggregate distribution in contaminant barrier concrete. Soil & Sediment Contamination 17 (2008) 425-436.
[21] Sumanasooriya M.S., Neithalath N. Stereology- and morphology-based pore structure descriptors of enhanced porosity (pervious) concretes. ACI Materials Journal 106(5) (2009) 429-438.
[22] Nemati K.M., Monteiro P.J., Scrivener K.L. Analysis of compressive stress-induced cracks in concrete. ACI Materials Journal 95(5) (1998) 617-630.
[23] Ringot E., Bascoul A. About the analysis of microcracking in concrete. Cement and Concrete Composites 23(2-3) (2001) 261-266.
[24] Ringot E. Automatic quantification of microcracks network by stereological method of total projections in mortars and concretes. Cement and Concrete Research 18(1) (1988) 35-43.
[25] Sinha S.K., Fieguth P.W. Automated detection of cracks in buried concrete pipe images. Automation in Construction 15(1) (2006) 58-72.
[26] Sinha S.K., Fieguth P.W. Segmentation of buries concrete pipe images. Automation in Construction 15 (2005) 47-57.
[27] Fujita Y., Mitani Y., Hamamoto Y. A method for crack detection on a concrete structure. Pattern Recognition 3 (2006) 901-904.
[28] Fic S., Szeląg M. Analysis of the development of cluster cracks caused by elevated temperatures in cement paste. Construction and Building Materials 83 (2015) 223-229. doi:10.1016/j.conbuildmat.2015.03.044
[29] PN-EN 196-1:2006 Metody badania cementu – Część 1: Oznaczanie wytrzymałości.
[30] PN-EN 12390-3:2011 Badania betonu – Część 3: Wytrzymałość na ściskanie próbek do badań.
[31] PN-EN 12390-5:2011 Badania betonu – Część 5: Wytrzymałość na zginanie próbek do badań.

Published
2015-12-08

Cited by

Szeląg, M. and Fic, S. (2015) “Analysis of the development of cluster cracks in the cement paste modified by microsilica”, Budownictwo i Architektura, 14(4), pp. 117–127. doi: 10.35784/bud-arch.1552.

Authors

Maciej Szeląg 
maciej.szelag@pollub.pl
Department of General Construction; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0003-1868-4124

Authors

Stanisław Fic 

Department of General Construction; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0002-3182-9060

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