Effect of Thermal Loading on Selected Parameters of Reinforced Concrete Obtained by Acoustic NDT Method

Article Preview

Abstract:

The paper presents the results of experiments carried out on test samples made from reinforced concrete. Within this experiment, concrete beams with steel reinforcement in the middle were made. The concrete samples were tested by a non-destructive acoustic Impact-echo method before and after high temperature loading (after cooling to room temperature). We focused on the dominant frequencies shift in the frequency spectra obtained by this method. The aim was to assess the ability of aforementioned acoustic method to detect the thermal damage of steel reinforced concrete.

You might also be interested in these eBooks

Info:

Periodical:

Solid State Phenomena (Volume 296)

Pages:

131-136

Citation:

Online since:

August 2019

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2019 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] A. Tamrazyan, Reduce the Impact of Dynamic Strength of Concrete under Fire Conditions on Bearing Capacity of Reinforced Concrete Columns, Applied Mechanics and Materials. 475-476, 2014, 1563-1566.

DOI: 10.4028/www.scientific.net/amm.475-476.1563

Google Scholar

[2] P. Bamonte, F. Lo Monte, Reinforced concrete columns exposed to standard fire: Comparison among different constitutive models for concrete at high temperature, Fire Safety Journal. 71, 2015, 310 – 323.

DOI: 10.1016/j.firesaf.2014.11.014

Google Scholar

[3] L. Bodnarová, J. Válek, L. Sitek, J. Foldyna, Effect of high temperatures on cement composite materials in concrete structures. Acta Geodynamica et Geomaterialia. 10, 2013, 173-180.

DOI: 10.13168/agg.2013.0017

Google Scholar

[4] Fédération internationale du béton and Taerwe L. Fire Design of Concrete Structures: Structural Behaviour and Assessment: State-of-the-art Report. Bulletin (Fédération Internationale Du Béton). Vol. 46. Lausanne, Switzerland. (2008).

DOI: 10.3151/coj.56.3_267

Google Scholar

[5] R. Štoudek, T. Trčka, M. Matysík, T. Vymazal, I. Plšková, Acoustic and Electromagnetic Emission of Lightweight Concrete with Polypropylene Fibers, Materiali in tehnologije. 50(4), 2016, 547-552.

DOI: 10.17222/mit.2015.138

Google Scholar

[6] V. K. Kodur, A. Agrawal, Critical Factors Governing the Residual Response of Reinforced Concrete Beams Exposed to Fire, Fire Technology. 52 (4), 2016, 967-993.

DOI: 10.1007/s10694-015-0527-5

Google Scholar

[7] P. R. Prakash, G. Srivastava, Nonlinear analysis of reinforced concrete plane frames exposed to fire using direct stiffness method, Advances in Structural Engineering. 21(7), 2018, 1036-1050.

DOI: 10.1177/1369433217737118

Google Scholar

[8] M. Matysík, I. Plšková, Z. Chobola Assessment of the Impact-echo Method for Monitoring the Long-standing Frost Resistance of Ceramic Tiles. Materiali in tehnologije. 49 (4), 2015, 639-643.

DOI: 10.17222/mit.2014.155

Google Scholar

[9] Yi Li, Xinzheng Lu, Hong Guan, Mingjian Ying, Weiming Yan, A Case Study on a Fire-Induced Collapse Accident of a Reinforced Concrete Frame-Supported Masonry Structure, Fire Technology, 52 (3), 2016, 707-729.

DOI: 10.1007/s10694-015-0491-0

Google Scholar

[10] P. Misák, P. Possl, D. Kocáb, I. Rozsypalová, T. Stavař, Evaluation of permeability tests of surface layer of concrete of various composition, Key Engineering Materials. 714, 2016, 171-178.

DOI: 10.4028/www.scientific.net/kem.714.171

Google Scholar

[11] Zhi-guo Yan, Yi Shen, He-hua Zhu, Xiao-jun Li, Yong Lu, Experimental investigation of reinforced concrete and hybrid fibre reinforced concrete shield tunnel segments subjected to elevated temperature, Fire Safety Journal. 71, 2015, 86 – 99.

DOI: 10.1016/j.firesaf.2014.11.009

Google Scholar

[12] S. O. Gade, B. B. Alaca, M. G. R. Sause, Determination of Crack Surface Orientation in Carbon Fibre Reinforced Polymers by Measuring Electromagnetic Emission, Journal of Nondestructive Evaluation, 36 (2), (2017).

DOI: 10.1007/s10921-017-0403-y

Google Scholar

[13] P. Turkowski, M. Łukomski, P. Sulik, P. Roszkowski, Fire Resistance of CFRP-strengthened Reinforced Concrete Beams under Various Load Levels, Procedia Engineering. 172, 2017, 1176-1183.

DOI: 10.1016/j.proeng.2017.02.137

Google Scholar