Estimation of Minimum Torsional Reinforcement of Reinforced Concrete and Steel Fiber-Reinforced Concrete Members

Figure 3

Crack pattern and failure of specimens: (a) MT30-0.77; (b) MT30-1.32; (c) MT40-1.32; (d) MT40-1.89; (e) MTF25-0.77; (f) MTF25-N.

(a)

(b)

(c)

(d)

(e)

(f)