Stress-Strain Relationship of Steel Fiber Reinforced Alkali Activated Slag Concrete under Static Compression

Figure 9

Comparison of experimental stress-strain curves for (a) SAC1; (b) SAC2; (c) SAC3; (d) SAC4; (e) SAC5; (f) SAC6; (g) SAC7; (h) SAC8 with the theoretical constitutive model.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)