Dynamic Compression Behavior and a Damage Constitutive Model of Steel Fibre Reinforced Self-Compacting Concrete

Figure 10

Comparison between experimental and theoretical stress-strain curves: (a) MC-F0.5; (b) MC-F1.0; (c) MC-F1.5; (d) MC-F2.0; (e) HC-F0.5; (f) HC-F1.0; (g) HC-F1.5; (h) HC-F2.0.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)