The Experimental Studies on Behavior of Ultrahigh-Performance Concrete Confined by Hybrid Fiber-Reinforced Polymer Tubes

Figure 11

Comparison of stress-strain predictions for specimens.

(a) A1B1

(b) A2B2

(c) A3B3

(d) B1G1

(e) B2G2

(f) B3G3

(g) C1B1

(h) C2B2

(i) C3B3

(j) C1G1

(k) C2G2

(l) C3G3