Influence of Freeze-Thaw Cycles on Mechanical Properties of Gypsum Determined Using the Impulse Excitation Method

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Non-destructive methods for testing mechanical properties of materials spreads to many fields of investigation at present. A typical example of the use of non-destructive testing can be determination of the effect of freeze-thaw cycles on the mechanical properties of porous building materials. The great advantage of non-destructive testing, compared to destructive, is that still the same sample is tested and it excludes various negative effects such as technological indiscipline in the production of samples, different environment storage of samples prior to testing, recognition of cracks in the sample prior to testing, etc. The paper presents the development of modulus of elasticity on samples of hardened plaster according to the number of freeze-thaw cycles. Elastic moduli were determined using an impulse excitation method. For cyclic loading, the samples were saturated with water at 20 °C and tested in 8-hour cycles. Samples were removed from the water bath and placed in a freezer with a temperature lower than - 20 °C and after 8 hours they were placed again in the water bath for a period of eight hours. The temperature in the freezer was measured using platinum thermometers during the freeze-thaw cycles. The difference from 'dry' frost resistance was that the samples of hardened plaster were exposed to "wet" frost resistance, i.e. to the extreme load of the samples with the external climatic conditions.

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353-358

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December 2013

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] B. Zdravkov, B. Y. Pelovski, Y., Extruded building materials from FGD gypsum. Journal of Enviromental Protection and Ecology, 1 (2006), pp.129-136.

Google Scholar

[2] Zhao, Feng-qing, et al., Water resistant block from desulfurization gypsum. Construction and Building Materials, 27 (2012), pp.531-533.

DOI: 10.1016/j.conbuildmat.2011.07.011

Google Scholar

[3] P. Rovnaníková, Study of gypsum frost-resistance, (In Czech), Zpravodaj STOP. 8, (2), 2006, pp.14-20.

Google Scholar

[4] R. Černý, et al., Properties of modified gypsum, (In Czech), CERM, (2010).

Google Scholar

[5] P. Tesárek, J. Němeček, Microstructures and micro-mechanical study of gypsum, Chemické listy, 105, 17, (2011), pp.852-853.

Google Scholar

[6] P. Tesárek, T. Plachý, P. Ryparová, J. Němeček, Micromechanical properties of different materials on gypsum basis, Chemicke Listy, Volume 106, Issue SUPPL. 3 (2012), pp. s547-s548.

Google Scholar

[7] T. Plachý, P. Tesárek, R. Ťoupek, M. Polák, Nondestructive Determination of Young's Modulus of Gypsum Specimens Using Impulse Excitation Method. In Proceeding of the 48th International scientific Conference of Experiementalní analýza napětí 2010 Experimental stress Analyses. 2010, pp.339-344.

Google Scholar

[8] O. Zobal, P. Padevět, Properties of the Concrete from the Orlik Dam after 50 Years in Operation, In Proceedings of the 50th Annual Conference on Experimental Stress Analysis. Praha: Czech Technical University in Prague, 2012, pp.555-558.

Google Scholar

[9] T. Plachý, P. Tesárek, P. Padevět, M. Polák, Determination of Young's Modulus of Gypsum Blocks Using Two Different Experimental Methods, in Proceedings of the 5th WSEAS International Conference on Applies and Theoretical Mechanics, (Mechanics'09), Book Series: Mathematics and Computers in Science and Engineering, 2009, pp.109-113.

Google Scholar

[10] L. Melzerová, P. Kuklík, Non-destructive Tests of Modulus of Elasticity for the GLT Beam, In Proceedings of the 50th Annual Conference on Experimental Stress Analysis. Praha: Czech Technical University in Prague, 2012, pp.271-276.

Google Scholar

[11] D. Papán, Experimental measurements of paraseismic effects due to traffic. In: Proceedings of the 20th European Regional Earthquake Engineering Seminar: Seismic assessment and upgrading of existing structures, Institute Universitaire Kurtz Bosch, Sion, Switzerland, 2001, pp.144-145.

Google Scholar