GraFar - Repository of the Faculty of Civil Engineering
Faculty of Civil Engineering of the University of Belgrade
    • English
    • Српски
    • Српски (Serbia)
  • English 
    • English
    • Serbian (Cyrillic)
    • Serbian (Latin)
  • Login
View Item 
  •   GraFar
  • GraFar
  • Radovi istraživača / Researcher's publications
  • View Item
  •   GraFar
  • GraFar
  • Radovi istraživača / Researcher's publications
  • View Item
JavaScript is disabled for your browser. Some features of this site may not work without it.

A database on flexural and shear strength of reinforced recycled aggregate concrete beams and comparison to Eurocode 2 predictions

Thumbnail
2016
bitstream_3303.pdf (2.075Mb)
Authors
Tošić, Nikola
Marinković, Snežana
Ignjatović, Ivan
Article (Accepted Version)
Metadata
Show full item record
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.
Keywords:
Recycled aggregate concrete / Reinforced concrete / Beams / Database / Flexural strength / Shear strength / Eurocode 2
Source:
Construction and Building Materials, 2016, 127, 932-944
Funding / projects:
  • Utilization of by-products and recycled waste materials in concrete composites in the scope of sustainable construction development in Serbia: investigation and environmental assessment of possible applications (RS-36017)
Note:
  • This is the peer reviewed version of the following article: 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. Construction and Building Materials. 2016; 127, 932-944. http://dx.doi.org/10.1016/j.conbuildmat.2016.10.058

DOI: 10.1016/j.conbuildmat.2016.10.058

ISSN: 0950-0618

WoS: 000388047400089

Scopus: 2-s2.0-84992511497
[ Google Scholar ]
46
31
URI
https://grafar.grf.bg.ac.rs/handle/123456789/1715
Collections
  • Radovi istraživača / Researcher's publications
  • Катедра за материјале и конструкције
Institution/Community
GraFar
TY  - JOUR
AU  - Tošić, Nikola
AU  - Marinković, Snežana
AU  - Ignjatović, Ivan
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1715
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.
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.",
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, 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 . .

DSpace software copyright © 2002-2015  DuraSpace
About the GraFar Repository | Send Feedback

OpenAIRERCUB
 

 

All of DSpaceCommunitiesAuthorsTitlesSubjectsThis institutionAuthorsTitlesSubjects

Statistics

View Usage Statistics

DSpace software copyright © 2002-2015  DuraSpace
About the GraFar Repository | Send Feedback

OpenAIRERCUB