Steel Fiber Reinforced Concrete
Contents
- 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
