Quantification of Micro-Cracks by Acoustic Emission Method during Setting and Hardening of Concrete

Article Preview

Abstract:

As a non-traditional, non-destructive analysis method, the Acoustic Emission Method was used for civil engineering experiment. Concrete is a composite construction material frequently used in civil engineering. We know that concrete is like a man – when concrete is made it is like a baby, then it ages and its properties change in accordance to its baby life. That means it is better to monitor and change its properties when it is young as soon as possible. However, using methods immediately after concrete birth (making the mixture) is difficult. The main aim of the article is to show the application of Acoustic Emission Method during concrete lifetime, particularly during the first days after mixing the mixture. Article describes monitoring concrete structure for 20 days since their making up. Primary interesting part is during first day of hardening. Acoustic Emission Method has used for monitoring both samples. Expected result has been between covered and uncovered specimen.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

199-202

Citation:

Online since:

August 2014

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] P.C. Aitcin: High Performance Concrete, Informační centrum CKAIT, Prague, 2005, ISBN 80-86769-39-9.

Google Scholar

[2] J. Huo, Y. Xiao, Z. Li, S. Ahmad: Numerical Simulation of Temperature Effect of Concrete Hydration, in Advances in Concrete and Structures (Key Engineering Materials), 400-402, pp.483-488, ISSN 1013-9826.

DOI: 10.4028/www.scientific.net/kem.400-402.483

Google Scholar

[3] K. Pospisil, J. Stryk, M. Korenska, L. Pazdera: Acoustic Emission as a tool for non-destructive diagnostics of bridges Proceedings of the 4th International Conference on Current and Future Trends in Bridge Design, Construction and Maintenance, 2006, pp.323-332.

Google Scholar

[4] P. Mazal, P. Liskutin, F. Vlasic, F. Hort, J. Fiala: Use of acoustic emission signal and X-ray diffraction analysis for detection of microstructural changes in cyclically loaded AlMg alloys RILEM Bookseries, 6, 2012, pp.547-552.

DOI: 10.1007/978-94-007-0723-8_78

Google Scholar

[5] T. Ficker, I. Kusák, L. Topolař: Is componential strength analysis of concrete possible Magazine of Concrete Research, 65 (24), 2013, pp.1480-1485.

DOI: 10.1680/macr.13.00195

Google Scholar

[6] V. Bilek, L. Topolar, L. Pazdera, Z. Kersner: Indication of microcracks arising during hardening of usual concrete and alkali-activated concrete Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures - Proceedings of the 8th Int. Conference on Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures, 1, 2009, pp.465-470.

DOI: 10.1201/9780203882955.ch61

Google Scholar