Lončar, Ljiljana

Link to this page

Authority KeyName Variants
f2d09971-6f89-4be5-b1ef-557959c333a1
  • Lončar, Ljiljana (1)
Projects

Author's Bibliography

Determination of Recycled Aggregate Concrete Degradation By Resonance Frequency Analysis

Janković, Ksenija S.; Stanković, Srboljub; Nikolić, Dragan; Bojović, Dragan; Lončar, Ljiljana

(2011)

TY  - JOUR
AU  - Janković, Ksenija S.
AU  - Stanković, Srboljub
AU  - Nikolić, Dragan
AU  - Bojović, Dragan
AU  - Lončar, Ljiljana
PY  - 2011
UR  - https://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  - Romanian Journal of Materials
T1  - Determination of Recycled Aggregate Concrete Degradation By Resonance Frequency Analysis
VL  - 41
IS  - 1
SP  - 22
EP  - 25
UR  - https://hdl.handle.net/21.15107/rcub_vinar_4253
ER  - 
@article{
author = "Janković, Ksenija S. and Stanković, Srboljub and Nikolić, Dragan and Bojović, Dragan and Lončar, 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 = "Romanian Journal of Materials",
title = "Determination of Recycled Aggregate Concrete Degradation By Resonance Frequency Analysis",
volume = "41",
number = "1",
pages = "22-25",
url = "https://hdl.handle.net/21.15107/rcub_vinar_4253"
}
Janković, K. S., Stanković, S., Nikolić, D., Bojović, D.,& Lončar, L.. (2011). Determination of Recycled Aggregate Concrete Degradation By Resonance Frequency Analysis. in Romanian Journal of Materials, 41(1), 22-25.
https://hdl.handle.net/21.15107/rcub_vinar_4253
Janković KS, Stanković S, Nikolić D, Bojović D, Lončar L. Determination of Recycled Aggregate Concrete Degradation By Resonance Frequency Analysis. in Romanian Journal of Materials. 2011;41(1):22-25.
https://hdl.handle.net/21.15107/rcub_vinar_4253 .
Janković, Ksenija S., Stanković, Srboljub, Nikolić, Dragan, Bojović, Dragan, Lončar, Ljiljana, "Determination of Recycled Aggregate Concrete Degradation By Resonance Frequency Analysis" in Romanian Journal of Materials, 41, no. 1 (2011):22-25,
https://hdl.handle.net/21.15107/rcub_vinar_4253 .