作者: Nikola Tošić , Snežana Marinković , Ivan Ignjatović
DOI: 10.1016/J.CONBUILDMAT.2016.10.058
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摘要: Abstract A comprehensive database of recycled aggregate concrete and companion natural beams’ flexural shear strength was compiled from 217 experimental results. Strict criteria were applied to determine the failure type. Sub-databases formed with beams failing in flexure without stirrups. On each sub-database applicability Eurocode 2 provisions for tested. The results show that stirrups is successfully predicted by 2. As stirrups, further research are necessary.