Experimental Study on the Shear Behaviour of SFRC Composite Beams Subjected to Uniformly Distributed Load
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Abstract
In this paper, the shear behaviour of steel fibre reinforced concrete (SFRC) composite beams subjected to uniformly distributed load is analyzed, and the form ulas for calculating the shear capacity of SFRC composite beams is proposed by testing 11 members. The test results show that adding steel fibre improves the shear behaviour of composite beams.
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