Impact Factor (2025): 6.9
DOI Prefix: 10.47001/IRJIET
Seven full-scale
reinforced concrete corbel specimens were tested to study performance of steel
fiber reinforced concrete corbels with and without fibers were investigated.
The test variables were steel fiber content (Vf %) and shear span-to-depth
ratio (a/d), which Constants of concrete compressive strength (fcu), area of
main steel reinforcement (As) and presence of horizontal stirrups. Test results
showed that, addition of steel fibers or/and horizontal stirrups improves both
shear strength and ductility of the tested corbels, and results in a more
ductile failure mode. The Experimental results observed that the ultimate
strength of reinforced concrete corbels along with fibers can be predicted by
adding the fibers contribution to strength using the shear friction equation to
the ACI Building Code provisions. It is found that considerable improvement in
ultimate shear strength and first crack in the corbels. This study shows that
there is a considerable increase in the ultimate shear strength of steel fiber
reinforced concrete corbels is obtained by the addition of steel fibers for a
specific range and with a fiber content of 1,2 and3 percent, an increase in the
shear strength was obtained and decrease shear span to depth ratio from 0.80 to
0.65.
Country : Egypt