SHEAR BEHAVIOR OF FIBER REINFORCED CONCRETE BEAMS

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

BEHAVIOR OF HIGH-PERFORMANCE CONCRETE BEAMS WITH AND WITHOUT FIBER AS AFFECTED BY RIB GEOMETRY OF REINFORCEMENT BARS

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 RC Beams Strengthened Externally with Bonded CFRP–U Strips

SOME PARAMETERS AFFECTING THE STATIC BEHAVIOR OF NORMAL AND HIGH STRENGTH CIRCULAR R.C. SHORT COLUMNS CONFINED BY CFRP

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

SHEAR STRENGTHENING OF R. C. T- BEAMS BY MEANS OF CFRP SHEETS

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

SOME PARAMETERS AFFECTING THE STATIC BEHAVIOR OF NORMAL STRENGTH RECTANGULAR R.C. SHORT COLUMNS CONFINED BY CFRP