Ministry of Science and Technological Development, Republic of Serbia

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Ministry of Science and Technological Development, Republic of Serbia

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Determination of Recycled Aggregate Concrete Degradation By Resonance Frequency Analysis

Janković, Ksenija S.; Stanković, Srboljub J.; Nikolic, Dragan; Bojovic, Dragan; Loncar, Ljiljana

(2011)

TY  - JOUR
AU  - Janković, Ksenija S.
AU  - Stanković, Srboljub J.
AU  - Nikolic, Dragan
AU  - Bojovic, Dragan
AU  - Loncar, Ljiljana
PY  - 2011
UR  - http://vinar.vin.bg.ac.rs/handle/123456789/4253
AB  - The evaluation of the dynamic modulus of elasticity of twelve different concrete mix proportions as a function of the density and degradations due to freeze/thaw cycles is presented in this paper. Pore system and saturation are the main factors for concrete freeze-thaw resistance. The frequency analysis of ultrasonic waves in concrete after every 25 cycles was done. Dynamic modulus of elasticity was determination by resonance frequency analysis. This parameter is 35-50% smaller for concrete with recycled bricks as aggregate than ordinary concrete. For all concrete mixes dynamic and static (measured by destructive testing) modules of elasticity were compared.
T2  - Revista Romana de Materiale-Romanian Journal of Materials
T1  - Determination of Recycled Aggregate Concrete Degradation By Resonance Frequency Analysis
VL  - 41
IS  - 1
SP  - 22
EP  - 25
ER  - 
@article{
author = "Janković, Ksenija S. and Stanković, Srboljub J. and Nikolic, Dragan and Bojovic, Dragan and Loncar, Ljiljana",
year = "2011",
abstract = "The evaluation of the dynamic modulus of elasticity of twelve different concrete mix proportions as a function of the density and degradations due to freeze/thaw cycles is presented in this paper. Pore system and saturation are the main factors for concrete freeze-thaw resistance. The frequency analysis of ultrasonic waves in concrete after every 25 cycles was done. Dynamic modulus of elasticity was determination by resonance frequency analysis. This parameter is 35-50% smaller for concrete with recycled bricks as aggregate than ordinary concrete. For all concrete mixes dynamic and static (measured by destructive testing) modules of elasticity were compared.",
journal = "Revista Romana de Materiale-Romanian Journal of Materials",
title = "Determination of Recycled Aggregate Concrete Degradation By Resonance Frequency Analysis",
volume = "41",
number = "1",
pages = "22-25"
}
Janković, K. S., Stanković, S. J., Nikolic, D., Bojovic, D.,& Loncar, L.. (2011). Determination of Recycled Aggregate Concrete Degradation By Resonance Frequency Analysis. in Revista Romana de Materiale-Romanian Journal of Materials, 41(1), 22-25.
Janković KS, Stanković SJ, Nikolic D, Bojovic D, Loncar L. Determination of Recycled Aggregate Concrete Degradation By Resonance Frequency Analysis. in Revista Romana de Materiale-Romanian Journal of Materials. 2011;41(1):22-25..
Janković, Ksenija S., Stanković, Srboljub J., Nikolic, Dragan, Bojovic, Dragan, Loncar, Ljiljana, "Determination of Recycled Aggregate Concrete Degradation By Resonance Frequency Analysis" in Revista Romana de Materiale-Romanian Journal of Materials, 41, no. 1 (2011):22-25.