Influence of Basalt Fibres and Aggregates on the Thermal Expansion of Cement-Based Composites

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The influence of basalt fibres and aggregates on the thermal expansion of cement composites is analyzed. Four different composite mixes based on aluminous cement are designed and tested. Experimental results show that the application of basalt components leads to the reduction of the increase of open porosity after high temperature loading from 47% to 36%, as compared with the reference mix. The matrix densities exhibit almost similar values for all studied composites; the differences are only up to 16%. The thermal strain is more than 50% lower when basalt aggregates are used instead of silica sand.

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17-21

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October 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Komonen, J., Penttala, V., Effects of high temperature on the pore structure and strength of plain and polypropylene fiber reinforced cement pastes, Fire Technology. 39 (2003) 23-34.

Google Scholar

[2] Černý, R., Podebradska, J., Totova, M., Toman, J., Drchalova, J., Rovnanikova, P., Bayer, P., Hygrothermal Properties of Glass Fiber Reinforced Cements Subjected to Elevated Temperature, Materials and Structures, 37 (2004) 597-607.

DOI: 10.1007/bf02483289

Google Scholar

[3] Li, Z.J., Zhou, X.M., Shen, B., Fiber-cement extrudates with perlite subjected to high temperatures, Journal of Materials in Civil Engineering. 16 (2004) 221-229.

DOI: 10.1061/(asce)0899-1561(2004)16:3(221)

Google Scholar

[4] L. Zuda, J. Drchalová, P. Rovnaník, P. Bayer, Z. Keršner, R. Černý, Alkali-activated aluminosilicate composite with heat-resistant lightweight aggregates exposed to high temperatures: mechanical and water transport properties. Cement and Concrete Composites 32(2010).

DOI: 10.1016/j.cemconcomp.2009.11.009

Google Scholar

[5] Ingrao, C., Lo Giudice, A., Tricase, C., Mbohwa, C., Rana, R, The use of basalt aggregates in the production of concrete for the prefabrication industry: Environmental impact assessment, interpretation and improvement, Journal of Cleaner Production. 75 (2014).

DOI: 10.1016/j.jclepro.2014.04.002

Google Scholar

[6] Jiang, CH., Fan, K., Wu, F., Chen, D., Experimental study on the mechanical properties and microstructure of chopped basalt fibre reinforced concrete, Materials & Design. 58 (2014) 187-193.

DOI: 10.1016/j.matdes.2014.01.056

Google Scholar

[7] Kabay, N., Abrasion resistance and fracture energy of concretes with basalt fiber, Construction and Building Materials. 501 (2014) 95-101.

DOI: 10.1016/j.conbuildmat.2013.09.040

Google Scholar

[8] Holčapek, O., Reiterman, P., Jogl, M., Konvalinka, P., 2014, Destructive and non-destructive testing of high temperature influence on refractory fiber composite, Advanced Materials Research, Vol. 982, pp.145-148.

DOI: 10.4028/www.scientific.net/amr.982.145

Google Scholar

[9] Koňáková, D., Vejmelková, E., Špedlová, V., Polozhiy, K., Černý, R., 2014, Cement composites for high temperature applications, Advanced Materials Research, Vol. 982, pp.154-158.

DOI: 10.4028/www.scientific.net/amr.982.154

Google Scholar

[10] Holčapek, O., Reiterman, P., Konvalinka, P., 2014, Mechanical and rheological properties of aluminous cement under high temperatures, Advaced Materials Research, Vol. 982, pp.141-144.

DOI: 10.4028/www.scientific.net/amr.982.141

Google Scholar

[11] Štubna, A., Trník A., Vozár L., Thermomechanical analysis of quartz porcelain in temperature cycles, Ceramics International. 33 (2007) 1287-1291.

DOI: 10.1016/j.ceramint.2006.04.024

Google Scholar

[12] Roels, S., Carmeliet. J., Hens. H., Adan. O., Brocken, H., Černý, R., Pavlík, Z., Hall, C., Kumaran, K., Pel, L., Plagge, R., Interlaboratory Comparison of Hygric Properties of Porous Building Materials, Journal of Thermal Envelope and Building Science. 27 (2004).

DOI: 10.1177/1097196304042119

Google Scholar