Behavior of blended cement mortars containing nano-metakaolin at elevated temperatures

Abstract The effects of high temperatures up to 800 °C on the mechanical properties and microstructure of nano-metakaolin cement mortars were investigated in this study. The blended cement used in this investigation is ordinary Portland cement (OPC) containing nano-metakaolin (NMK). The nano-metakaolin was prepared by thermal activation of nano kaolin clay at 750 °C for 2 h. The mortar was prepared using blended cement: sand ratio of 1:3 and water/binder ratio of 0.6. The cement mortar pastes were cured under water for 28 days; then dried at 105 ± 5 °C for 24 h and then exposed to 250, 450, 600 and 800 °C for 2 h. The compressive and flexural strengths were measured for blended cement mortar and compared with the strength of pure OPC mortar. It was found that after an initial increase in compressive strength at 250 °C for the mortar specimens, the strength decreased considerably at higher temperatures.

[1]  H. Aglan,et al.  Mechanical behavior of activated nano silicate filled cement binders , 2009 .

[2]  Harun Tanyildizi,et al.  The effect of high temperature on compressive strength and splitting tensile strength of structural lightweight concrete containing fly ash , 2008 .

[3]  Ta-Peng Chang,et al.  Effect of nanosilica on characterization of Portland cement composite , 2006 .

[4]  A. Rashad,et al.  Effect of elevated temperature on physico-mechanical properties of metakaolin blended cement mortar , 2009 .

[5]  M. Karakoç,et al.  Thermo-mechanical properties of concrete containing high-volume mineral admixtures , 2007 .

[6]  A. E. Ahmed,et al.  Residual compressive and bond strengths of limestone aggregate concrete subjected to elevated temperatures , 1992 .

[7]  K. Sakr,et al.  Effect of high temperature or fire on heavy weight concrete properties , 2005 .

[8]  Serdar Aydın,et al.  High temperature resistance of normal strength and autoclaved high strength mortars incorporated polypropylene and steel fibers , 2008 .

[9]  J. Piasta,et al.  Heat deformations of cement paste phases and the microstructure of cement paste , 1984 .

[10]  S. Aydın Development of a high-temperature-resistant mortar by using slag and pumice , 2008 .

[11]  Wei-Ming Lin,et al.  Microstructures of Fire-Damaged Concrete , 1996 .

[12]  Harun Tanyildizi,et al.  Performance of lightweight concrete with silica fume after high temperature , 2008 .

[13]  J. Ou,et al.  Microstructure of cement mortar with nano-particles , 2004 .

[14]  G. Mohamedbhai Effect of exposure time and rates of heating and cooling on residual strength of heated concrete , 1986 .

[15]  Xianming Shi,et al.  Chloride Permeability and Microstructure of Portland Cement Mortars Incorporating Nanomaterials , 2008 .

[16]  Pierre Kalifa,et al.  High-temperature behaviour of HPC with polypropylene fibres: From spalling to microstructure , 2001 .

[17]  F. Vodák,et al.  Effect of Temperature and Age of Concrete on Strength – Porosity Relation , 2004 .

[18]  G. A. Khoury,et al.  Material and environmental factors influencing the compressive strength of unsealed cement paste and concrete at high temperatures , 1993 .

[19]  Gabriel A. Khoury,et al.  Compressive strength of concrete at high temperatures: a reassessment , 1992 .

[20]  G. Guan,et al.  Preparation of carbon microparticle assemblies from phenolic resin using an inverse opal templating method , 2007 .

[21]  Patrick Bamonte,et al.  Today's concretes exposed to fire - test results and sectional analysis , 2008 .

[22]  S. Alsayed,et al.  EFFECT OF ELEVATED TEMPERATURE ON MECHANICAL PROPERTIES AND MICROSTRUCTURE OF SILICA FLOUR CONCRETE , 2010 .

[23]  Her-Yung Wang,et al.  The effects of elevated temperature on cement paste containing GGBFS , 2008 .

[24]  H. Aglan,et al.  Development and characterization of nanostructured-perlite-cementitious surface compounds , 2007 .

[25]  O. Arioz Effects of elevated temperatures on properties of concrete , 2007 .

[26]  Chi Sun Poon,et al.  Impact of high temperature on PFA concrete , 2001 .

[27]  Jianzhuang Xiao,et al.  On residual strength of high-performance concrete with and without polypropylene fibres at elevated temperatures , 2006 .

[28]  S. Kosmatka,et al.  Design and Control of Concrete Mixtures , 2002 .