Degradation of Colored Concrete Elements due to Frost

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This article is focused on changes in the properties of colored concrete due to frost. In contrast to conventional concrete structures, fair-faced concrete is exposed to external conditions and is therefore also prone to degradation of its surface. The durability of the surface layers is mainly reflected in the color saturation and resistance to mechanical damage. Therefore, the paper focuses on measuring the change in color and strength characteristics after 75 cycles of frost resistance. The measurement was performed on concrete samples colored with yellow, red and green powdered metal oxide-based pigments. Based on the results, we can concluded the frost resistance of colored concrete depends primarily on the type of pigment used.

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191-196

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September 2022

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© 2022 Trans Tech Publications Ltd. All Rights Reserved

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[1] M. Utesena, R. Pernicova: Increasing durability of surface layers of architectural concrete structures with regard to environmental sustainability, International Multidisciplinary Scientific GeoConference Surveying Geology and Mining Ecology Management, Vol 18(5.2), pp.537-544, (2018).

DOI: 10.5593/sgem2018/5.2/s20.070

Google Scholar

[2] A. Lopéz, G.A. Guzmán, A.R. Di Sarli: Color stability in mortars and concretes. Part 2: Study on architectural concretes, Construction and Building Materials 123, pp.248-253, (2016).

DOI: 10.1016/j.conbuildmat.2016.06.147

Google Scholar

[3] V. Penttala: From freezing and thawing pore water pressure to concrete stresses, Rilem, p.147–160, (2002).

Google Scholar

[4] J. Kruschwitz, J. Bluhm: Modeling of ice formation in porous solids with regard to the description of frost dam-age. Computational Materials Science 32, 2005, p.407–417.

DOI: 10.1016/j.commatsci.2004.09.025

Google Scholar

[5] G. Fagerlund: Mechanical damage and fatigue effects associated with freeze-thaw of materials. In: Frost resistance of concrete from nano-structure and pore solution to macroscopic behaviour and testing, Essen, Germany, p.117–132, (2002).

Google Scholar

[6] G. Fagerlund :A service life model for internal frost damage in concrete, reportTVBM-3119, Div of BM, Lund IT, Sweden, (2004).

Google Scholar

[7] R. Pernicova: The susceptibility of forming efflorescence on concrete depending on the mould-releasing agent, Advanced materials, mechanical and structural engineering, pp.151-154, (2016).

DOI: 10.1201/b19934-34

Google Scholar

[8] V. Hospodarova, J. Junak, N. Stevulova: Color pigments in concrete and their properties, in International Journal for Engineering and Information Sciences, Vol. 10, No. 3, p.143–151 (2015).

DOI: 10.1556/606.2015.10.3.15

Google Scholar

[9] N.A Baykan, N. Yilmaz, G. Kansun: Case study in effects of color spaces for mineral identification, Scientific Research and Essays, vol. 5 (11), pp.1243-1253, (2010).

Google Scholar

[10] M. Utesena, R. Pernicova: Color intensity of architectural concrete depending on the type of cement, Materials Science Forum, vol. 986, pp.50-54, (2020).

DOI: 10.4028/www.scientific.net/msf.986.50

Google Scholar