Strength of AAAS Composites with Ceramic Precursor over Time

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The paper deals with the approximation of the time evolution of the strengths of selected alkali-activated aluminosilicate (AAAS) composites based on ceramic precursors. Composites made of brick dust as a precursor and an alkaline activator with a silicate modulus of Ms = 0.8, 1.0, 1.2, 1.4, and 1.6 were investigated. The filler consisted of standard quartz sand in one case, and crushed brick in the other. The test specimens had nominal dimensions of 40 × 40 × 160 mm and were tested in three-point bending after 7, 28, 90, and 300 days of maturation. From each composite, 3 specimens were tested and the compressive strength was determined from the 6 specimen parts that remained after the bending tests. The obtained flexural and compressive strength values for the abovementioned 4 composite ages were approximated by the exponential function , where the coefficient a represents a horizontal asymptote to the approximation curve, i.e. the theoretical strength of the composite at time t = ∞; the exponential term of the approximation with the coefficients b and c expresses the degree of the time-dependent change of the respective compressive strength in the interval t = (0, ∞). The approximation was performed with the least squares method using genetic algorithms implemented in the Java GA package with open source code.

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Solid State Phenomena (Volume 322)

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60-65

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August 2021

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© 2021 Trans Tech Publications Ltd. All Rights Reserved

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[1] P. De Silva, K. Sagoe-Crenstil, V. Sirivivatnanon, Kinetics of geopolymerization: Role of Al2O3 and SiO2. Cement and Concrete Research, 37 (2006) 512–518.

DOI: 10.1016/j.cemconres.2007.01.003

Google Scholar

[2] F. Pacheco-Torgal, J. Castro-Gomes, S. Jalali, Alkali-activated binders: A review. Part 2. About materials and binders manufacture. Construction and Building Materials, 22 (2008) 1315–1322.

DOI: 10.1016/j.conbuildmat.2007.03.019

Google Scholar

[3] A. Fernandez-Jimenez, A. Palomo, Composition and microstructure of alkali activated fly ash binder: Effect of the activator. Cement and Concrete Research, 35 (2005) 1984–(1992).

DOI: 10.1016/j.cemconres.2005.03.003

Google Scholar

[4] R. A. Robayo, A. Mulford, J. Munera, R. M. de Gutiérrez, Alternative cements based on alkali-activated red clay brick waste. Construction and Building Materials, 128 (2016) 163–169.

DOI: 10.1016/j.conbuildmat.2016.10.023

Google Scholar

[5] ČSN 72 1200 Quartz sand. Fundamental technical requirements. 1994. In Czech.

Google Scholar

[6] H. Šimonová, T. Pail, P. Frantík, Z. Keršner, Evaluation of fatigue tests of concrete specimens using time approximation of concrete strength values. In: Proc. of the 5th Int. Conf. on Dynamics of Civil Engineering and Transport Structures and Wind Engineering. Žilina, (2011) 155–158. In Czech.

Google Scholar

[7] P. Frantík, Java package GA. GNU GPL license, http://www.kitnarf.cz/java.

Google Scholar