Abstract
The results of a number of tests on deep fibre reinforced concrete beams are presented. The beams contained conventional tensile steel reinforcement but different percentages of steel fibre in place of conventional shear reinforcement. All beams were simply supported and loaded to failure by a central load distributed through two bearing plates. The results confirm that steel fibres can prevent shear failure in deep beams, and also indicate the various modes of failure of deep beams.
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