Uniaxial Compressive Test of High Ductile Fiber-Reinforced Concrete and Damage Constitutive Model

Figure 5

Influence of factors on the characteristic points of stress-strain curves of HDC. (a) Fiber content. (b) Water-binder ratio. (c) Fly ash content. (d) Sand-binder ratio.

(a)

(b)

(c)

(d)