Experimental Study of the Shear Behavior and Shear Strength of Hybrid Fiber-Reinforced SCC Rectangular Beams

Figure 1

Geometry and reinforcement details of rectangular beams. (a) Stirrup ratio 0% (without stirrup). (b) Stirrup ratio 0.53% (SS100). (c) Stirrup ratio 0.35% (SS150).

(a)

(b)

(c)