A rational procedure for design of hybrid reinforced concrete beams with fibers.
Analytical solutions for moment, curvature, and deflection to address ductility based design.
Serviceability based algorithms based on ductility, curvature, or allowable deformation.
Effect of fibers on the stiffness retention and reduction of curvature for an applied moment.
Parametric studies of the effect of post crack tensile stiffness, strength, and reinforcement ratio.