Six simply supported reinforced concrete beams were tested under sustained loads for 450 days. The beams were made from natural aggregate concrete (NAC), recycled aggregate concrete (RAC) and high-volume fly ash concrete (HVFAC); two beams were made from each concrete and loaded after 7 and 28 days. On the beams, deflections, cracking and strains were measured while concrete specimens were used to determine physical-mechanical properties of concretes and measure shrinkage and creep. Results showed similar increases in deflections relative to initial deflections for all six beams. The results are also compared with code predictions and with existing results in literature.
This is the peer reviewed version of the following article: Tošić N., Marinković S., Pecić N., Ignjatović I., Dragaš J. Long-term behaviour of reinforced beams made with natural or recycled aggregate concrete and high-volume fly ash concrete. Construction and Building Materials. 2018; 176, 344-358, https://doi.org/10.1016/j.conbuildmat.2018.05.002.
TY - JOUR
AU - Tošić, Nikola
AU - Marinković, Snežana
AU - Pecić, Nenad
AU - Ignjatović, Ivan
AU - Dragaš, Jelena
PY - 2018
UR - https://grafar.grf.bg.ac.rs/handle/123456789/1713
AB - Six simply supported reinforced concrete beams were tested under sustained loads for 450 days. The beams were made from natural aggregate concrete (NAC), recycled aggregate concrete (RAC) and high-volume fly ash concrete (HVFAC); two beams were made from each concrete and loaded after 7 and 28 days. On the beams, deflections, cracking and strains were measured while concrete specimens were used to determine physical-mechanical properties of concretes and measure shrinkage and creep. Results showed similar increases in deflections relative to initial deflections for all six beams. The results are also compared with code predictions and with existing results in literature.
PB - Elsevier
T2 - Construction and Building Materials
T1 - Long-term behaviour of reinforced beams made with natural or recycled aggregate concrete and high-volume fly ash concrete
EP - 358
SP - 344
VL - 176
DO - 10.1016/j.conbuildmat.2018.05.002
ER -
@article{
author = "Tošić, Nikola and Marinković, Snežana and Pecić, Nenad and Ignjatović, Ivan and Dragaš, Jelena",
year = "2018",
abstract = "Six simply supported reinforced concrete beams were tested under sustained loads for 450 days. The beams were made from natural aggregate concrete (NAC), recycled aggregate concrete (RAC) and high-volume fly ash concrete (HVFAC); two beams were made from each concrete and loaded after 7 and 28 days. On the beams, deflections, cracking and strains were measured while concrete specimens were used to determine physical-mechanical properties of concretes and measure shrinkage and creep. Results showed similar increases in deflections relative to initial deflections for all six beams. The results are also compared with code predictions and with existing results in literature.",
publisher = "Elsevier",
journal = "Construction and Building Materials",
title = "Long-term behaviour of reinforced beams made with natural or recycled aggregate concrete and high-volume fly ash concrete",
pages = "358-344",
volume = "176",
doi = "10.1016/j.conbuildmat.2018.05.002"
}
Tošić, N., Marinković, S., Pecić, N., Ignjatović, I.,& Dragaš, J.. (2018). Long-term behaviour of reinforced beams made with natural or recycled aggregate concrete and high-volume fly ash concrete. in Construction and Building Materials
Elsevier., 176, 344-358.
https://doi.org/10.1016/j.conbuildmat.2018.05.002
Tošić N, Marinković S, Pecić N, Ignjatović I, Dragaš J. Long-term behaviour of reinforced beams made with natural or recycled aggregate concrete and high-volume fly ash concrete. in Construction and Building Materials. 2018;176:344-358.
doi:10.1016/j.conbuildmat.2018.05.002 .
Tošić, Nikola, Marinković, Snežana, Pecić, Nenad, Ignjatović, Ivan, Dragaš, Jelena, "Long-term behaviour of reinforced beams made with natural or recycled aggregate concrete and high-volume fly ash concrete" in Construction and Building Materials, 176 (2018):344-358,
https://doi.org/10.1016/j.conbuildmat.2018.05.002 . .
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