Abstract
The addition of epoxy bending plate to the tension and compression faces
or web is an effective technique for flexural or shear strengthening of
reinforced concrete beams, also using of steel fibers with concrete
improves the structural behavior and increases the moment capacity and
shear resistance of the beams. General equations are derived for
predicting the bending moment capacity, maximum and balancing
reinforcement ratio the equivalent depth of the compression zone for singly
and doubly reinforced rectangular sections and T-beams. The results
indicate that bending moment capacity increased in beams with steel fibers
and composite
or web is an effective technique for flexural or shear strengthening of
reinforced concrete beams, also using of steel fibers with concrete
improves the structural behavior and increases the moment capacity and
shear resistance of the beams. General equations are derived for
predicting the bending moment capacity, maximum and balancing
reinforcement ratio the equivalent depth of the compression zone for singly
and doubly reinforced rectangular sections and T-beams. The results
indicate that bending moment capacity increased in beams with steel fibers
and composite
Keywords
beams
epoxy bonded composite plate
Steel Fiber