Research Article

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

Table 7

Comparison of confinement models for predicting ultimate strains.

Specimen group   (MPa) Samaan model [18]  
Toutanji model [12]  
Lam-Teng model [19]  
Pham model [27]  

()

()

()

()

()

A1B1253.8458336 0.22 28970 0.44 11966 1.07 4229 3.01
A2B2507.6886473 0.21 50067 0.36 19242 0.94 10168 1.25
A3B3761.52103439 0.19 69567 0.28 26518 0.74 13309 1.36
B1G1285.5967853 0.16 35271 0.31 13409 0.83 3958 4.97
B2G2571.1898778 0.17 61426 0.27 22128 0.75 6857 1.62
B3G3856.77116748 0.16 85600 0.22 30847 0.61 9797 1.70
C1B1442.6446693 0.19 16670 0.52 9484 0.92 3618 5.23
C2B2885.2865761 0.16 28788 0.36 14279 0.73 5582 1.56
C3B31327.9273555 0.17 39113 0.33 19073 0.67 9465 1.10
C1G1478.6655089 0.18 21335 0.47 10883 0.93 4546 2.83
C2G2957.3271748 0.20 35350 0.41 17076 0.86 10194 0.99
C3G31435.9881316 0.23 49243 0.38 23270 0.81 16136 0.91
C2AG598.6773071 0.14 32848 0.31 14222 0.73 4691 4.04
C2A2G21073.0885054 0.19 45130 0.36 19355 0.83 11036 0.94
C2BG609.1267115 0.16 34469 0.30 16818 0.62 4414 3.64
C2B2G21143.54802470.1952767 0.28 26521 0.56 10887 0.96

AverageN/AN/A0.18N/A0.35N/A0.79N/A2.25