Historical Developments – Concrete Microstructure – Mechanical Properties – Uniaxial Stressstrain Response Of Concrete – Fiber Reinforced Concrete – Conventional Reinforced Concrete – References – Material Models – Sfrc Constitutive Models – Compressive Model – Tension Model – Analytical Tensileconstitutive Model Based Upon – Dropconstant Relationship – Experimental Characterization Of The Tensile Response – Rilem Tctdf () Procedure – Cnr‐Dt () Guidelines – Fib Model Code () – References – Design Of Sfrc Flexural Members – Structural Design—Concept – Flexural Responses Of Sfrc Members – Uncracked Phase – Linearelastic Cracked Phase – Nonlinear Cracked Phase – Fiber Pullout/Fracturing Phase – Analysis At Ultimate Limit State – Design Of Rc Sections – Design Of Sfrc Sections – Variation Of Mu With The Fiberparameters (Vf And L/D) – And Reinforcementindex – Influence Of The Fiberindex And Reinforcementindex – On The Rebarstraining – Influence Of The Fiberparameters (Vf And L/D) – On The Fiberindex (Β) – Momentcurvature Response Of Sfrc Members – Design Method Assisted By Experimental Investigations – Design Of Sfrc Doublyreinforced Members – References – Design Of Sfrc Members For Shear – Introduction – Shear Behavior Of Beams .
