A comprehensive database of recycled aggregate concrete and companion natural aggregate concrete beams' flexural and shear strength was compiled from 217 experimental results. Strict criteria were applied to determine the failure type. Sub-databases were formed with beams failing in flexure and shear with and without stirrups. On each sub-database the applicability of Eurocode 2 provisions for flexural and shear strength to recycled aggregate concrete beams was tested. The results show that flexural and shear strength of recycled aggregate concrete beams without stirrups is successfully predicted by Eurocode 2. As for beams with stirrups, further research and experimental results are necessary.
TY - JOUR
AU - Tošić, Nikola
AU - Marinković, Snežana
AU - Ignjatović, Ivan
PY - 2016
UR - https://grafar.grf.bg.ac.rs/handle/123456789/808
AB - A comprehensive database of recycled aggregate concrete and companion natural aggregate concrete beams' flexural and shear strength was compiled from 217 experimental results. Strict criteria were applied to determine the failure type. Sub-databases were formed with beams failing in flexure and shear with and without stirrups. On each sub-database the applicability of Eurocode 2 provisions for flexural and shear strength to recycled aggregate concrete beams was tested. The results show that flexural and shear strength of recycled aggregate concrete beams without stirrups is successfully predicted by Eurocode 2. As for beams with stirrups, further research and experimental results are necessary.
PB - Elsevier Ltd
T2 - Construction and Building Materials
T1 - A database on flexural and shear strength of reinforced recycled aggregate concrete beams and comparison to Eurocode 2 predictions
EP - 944
SP - 932
VL - 127
DO - 10.1016/j.conbuildmat.2016.10.058
ER -
@article{
author = "Tošić, Nikola and Marinković, Snežana and Ignjatović, Ivan",
year = "2016",
abstract = "A comprehensive database of recycled aggregate concrete and companion natural aggregate concrete beams' flexural and shear strength was compiled from 217 experimental results. Strict criteria were applied to determine the failure type. Sub-databases were formed with beams failing in flexure and shear with and without stirrups. On each sub-database the applicability of Eurocode 2 provisions for flexural and shear strength to recycled aggregate concrete beams was tested. The results show that flexural and shear strength of recycled aggregate concrete beams without stirrups is successfully predicted by Eurocode 2. As for beams with stirrups, further research and experimental results are necessary.",
publisher = "Elsevier Ltd",
journal = "Construction and Building Materials",
title = "A database on flexural and shear strength of reinforced recycled aggregate concrete beams and comparison to Eurocode 2 predictions",
pages = "944-932",
volume = "127",
doi = "10.1016/j.conbuildmat.2016.10.058"
}
Tošić, N., Marinković, S.,& Ignjatović, I.. (2016). A database on flexural and shear strength of reinforced recycled aggregate concrete beams and comparison to Eurocode 2 predictions. in Construction and Building Materials
Elsevier Ltd., 127, 932-944.
https://doi.org/10.1016/j.conbuildmat.2016.10.058
Tošić N, Marinković S, Ignjatović I. A database on flexural and shear strength of reinforced recycled aggregate concrete beams and comparison to Eurocode 2 predictions. in Construction and Building Materials. 2016;127:932-944.
doi:10.1016/j.conbuildmat.2016.10.058 .
Tošić, Nikola, Marinković, Snežana, Ignjatović, Ivan, "A database on flexural and shear strength of reinforced recycled aggregate concrete beams and comparison to Eurocode 2 predictions" in Construction and Building Materials, 127 (2016):932-944,
https://doi.org/10.1016/j.conbuildmat.2016.10.058 . .
