Flexural and Shear Failure Tests of Reinforced Concrete Beams with Low Grade Recycled Aggregate

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Abstract

Under ecological and natural resource shortage aspects, structural behavior of the reinforced concrete beams using low grade recycled aggregate has been investigated through six static load test specimens with various moisture conditions and mix proportions of aggregate. Using the recycle aggregate instead of normal aggregate, no obvious degradation was observed in flexural strength, while 30% reduction in shear strength.

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