BEHAVIOUR OF HIGH-PERFORMANCE CONCRETE BEAMS AS AFFECTED BY BONDED PART AND RIB GEOMETRY OF MAIN STEEL REINFORCEMENT

FLEXURAL BEHAVIOR OF HIGH STRENGTH FIBER REINFORCED CONCRETE BEAMS AS AFFECTED BY RIB GEOMETRY AND GRADE OF MAIN STEEL UNDER STATIC LOADS

SHEAR BEHAVIOR OF FIBER REINFORCED CONCRETE BEAMS

EFFECT OF FIBERS TYPE ON FLEXURAL BEHAVIOR OF HIGH PERFORMANCE CONCRETE BEAMS UNDER REPEATED LOAD

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

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.

EFFECT OF USING METALLIC AND NON METALLIC - FIBER AND RIB GEOMETRY OF STEEL BARS ON BOND STRENGTH FOR HIGH STRENGTH CONCRETE (H. S. C.)

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

SHEAR BEAHAVIOR OF HIGH STRENGTH REINFORCED CONCRETE DEEP BEAMS