A database on flexural and shear strength of reinforced recycled aggregate concrete beams and comparison to Eurocode 2 predictions
Article (Accepted Version)
MetadataShow full item record
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
- 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)
- 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