Influence of Fiber Orientation on the Shear Properties of Steel Fiber-Reinforced Reactive Powder Concrete Beams

Figure 11

Load versus average strain curves for components with the fiber volume fraction of 2%. (a) L20-R2%, (b) L20-A2%, (c) L30-R2%, (d) L30-A2%, (e) L40-R2%, and (f) L40-A2%.

(a)

(b)

(c)

(d)

(e)

(f)