Non-Destructive Testing of Composite Gypsum Material Properties – Long Time Measurement

Article Preview

Abstract:

The paper presents results of long-time investigation of mechanical properties of composite gypsum material using nondestructive technique. The gypsum block was put to the façade of the building for four years. Then it was removed and cut to smaller specimens, which were investigated. The matrix of 6 × 4 specimens of dimensions 40 × 40 × 160 mm were cut from the block after its removal from the façade. After 6 and 9 years, the Young’s moduli and shear moduli of these specimens were determined from the transversal, longitudinal and torsional vibrations using the impulse excitation method.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

321-324

Citation:

Online since:

February 2015

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] E. Tazawa, Effect of self-stress on flexural strength of gypsum–polymer composites, Advanced Cement Based Materials 7 (1998) 1-7.

DOI: 10.1016/s1065-7355(97)00010-2

Google Scholar

[2] T. Plachý, P. Tesárek, R. Ťoupek, M. Polák, Nondestructive Determination of Young's Modulus of Gypsum Specimens Using Impulse Excitation Method, in: P. Šmíd, P. Horváth, M. Hrabovský (Eds. ), Proceedings of 48th International Scientific Conference Experimental Stress Analysis 2010, Palacky University, Olomouc, Velké Losiny, 2010, pp.339-344.

Google Scholar

[3] P. Padevet, P. Tesarek, T. Plachy, Evolution of mechanical properties of gypsum in time. International Journal of Mechanics 1 (2011) 1-9.

Google Scholar

[4] T. Plachý, P. Tesárek, A. Wilczynska, P. Padevět, Experiment in real conditions: Mechanical properties of gypsum block determined using non-destructive and destructive methods, in: Proceedings of the 3rd WSEAS International Conference on Engineering Mechanics, Structures, Engineering Geology EMESEG 10 and the International Conference on Geography and Geology 2010 WORLDGEO , 10, Corfu Island, 2010, pp.418-423.

Google Scholar

[5] ASTM C215, Standard Test Method for Fundamental Transverse, Longitudinal, and Torsional Resonant Frequencies of Concrete Specimens, Annual Book of ASTM Standards, American Society for Testing and Materials, (1991).

DOI: 10.1520/c0215-02

Google Scholar

[6] ASTM E1876-01, Standard Test Method for Dynamic Young's Modulus, Shear Modulus, and Poisson's Ratio by Impulse Excitation of Vibration, Annual Book of ASTM Standards, American Society for Testing and Materials, (2006).

DOI: 10.1520/c1548

Google Scholar

[7] L. Melzerová, M. Šejnoha, Interpretation of results of penetration tests performed on timber structures in bending, Applied Mechanics and Materials 486 (2014) 347-352.

DOI: 10.4028/www.scientific.net/amm.486.347

Google Scholar

[8] P. Padevět, R. Lovichová, The changes of material properties oft he cement paste with fly ash exposed to high temperatures, WSEAS Transactions on Applied and Theoretical Mechanics 8 (2014) 304-312.

DOI: 10.4028/www.scientific.net/amr.742.187

Google Scholar

[9] P. Tesárek, J. Němeček, Microstructures and micro-mechanical study of gypsum, Chemicke listy 105 (2011) 852-853.

Google Scholar

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

Google Scholar