EVALUATION OF THE BEHAVIOR OF HYBRID GFRP/STEEL BARS IN REINFORCED CONCRETE DEEP BEAMS

EXPERIMENTS ON STRENGTHENED CONCRETE BEAMS WITH HYBRID STEEL-GRFP REBARS

STRENGTHENING OF R.C. BEAMS SUBJECTED TO SHEAR AND TORSION USING CFRP

EFFECT OF AXIAL STIFFNESS OF FRP BARS LONGITUDINAL REINFORCEMENT ON THE SHEAR CAPACITY OF RC BEAMS; FEM ANALYSIS

Shear Behavior of High-Strength Fiber Reinforced Concrete Deep Beams.

Enhancement the Shear behavior of concrete beams reinforced with hybrid-wires bars by using steel fibers.

SHEAR STRENGTH BEHAVIOR OF HIGH STRENGTH CONCRETE BEAMS WITH STEEL FIBERS ADDED TO THE MIX

Enhancing The Behaviour of Reinforced Concrete Beaams By Adding Fibers in The Mix

BEHAVIOR OF HIGH STRENGTH CONCRETE BEAMS REINFORCED WITH (GFRP) BARS

SOME PARAMETERS AFFECTING SHEAR BEHAVIOR OF HIGH STRENGTH FIBER REINFORCED CONCRETE BEAMS LONGITUDINALLY REINFORCED WITH BFRP REBARS