Abstract
The intent of this paper is to investigate the shear of 4 recycled concrete simply-supported beams with same percentage of reinforntage of reinforcement and axial compressive strength but different replacement ratio of recycled aggregates. The shear failure of the recycled concrete beams are similar to that of the common concrete beams. Those are the elastic stage and the inelastic range. It is feasible that the recycled concrete beams are applied in engineering practice.
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