Flexural Performance Experimental Study on the Recycled Concrete Beams Under the Influence of Various Factors

Abstract:

Considering the replacement ratio, reinforcement ratio, baked brick aggregate content, SF, superplasticizer content and multiphase fiber composites content, the 13 RAC beams were tested to study the 5 kinds of effects on the bearing capacity and deformation performance. Based on the experimental results, the following conclusions are drawn: the formulas for the bending bearing capacity and shear strength of recycled concrete beams were recommended, and compared with the experiment results, the reliability of the formulas was verified.

• Periodical: Advanced Materials Research (Volumes 926-930)
• Pages: 571-575
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.926-930.571
• Online since: May 2014
• Authors: Bin Bin Li, She Liang Wang*, Juan Li Zhao
• Keywords: Bearing Capacity, Flexural Performance, Recycled Concrete Beams, Various Factors

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DOI: 10.1201/9781482271270-46

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