EFFECT ON SHEAR IN DEEP BEAM BY USING CRIMPED STEELFIBER
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Abstract
This paper evaluates the shear strength of steel fiber reinforced concrete deep beam without stirrups with the help of experimental work. For this experimental work 24 no. of simply supported deep beam without stirrups were cast at the concrete technology laboratory. Test of two point load acting symmetrically with respect to center line of span after the beams were kept in curing room for 28 days. Fiber varied as 0%, 0.26%, 0.52%, 1% by the volume of concrete. Crimped steel fiber are randomly mixed in concrete 18 beam divided into two series. I series shear span to depth ratio kept as 0.60 and II series 0.74. Average ratio of actual and predicted shear strength for different equation is calculated and accuracy of the equation are check out as well as deflection and cracking pattern are also reported.
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