Research Article
Flexural Behavior of Basalt Fiber Reinforced Polymer Tube Confined Coconut Fiber Reinforced Concrete
Table 4
Experimental and predicted cracking moments of BFRP-PC and BFRP-CFRC.
| Specimens | Test | ACI 318-08 | CAN/CSA S6-06 | Fam and Rizkalla |
| 2L-BFRP-PC | Mcr (N·m) | 501.38 | 279.49 | 186.32 | 465.81 | Ratio | — | 1.79 | 2.69 | 1.08 | 4L-BFRP-PC | Mcr (N·m) | 526.50 | 289.12 | 192.74 | 481.86 | Ratio | — | 1.76 | 2.64 | 1.06 | 6L-BFRP-PC | Mcr (N·m) | 557.25 | 274.73 | 183.87 | 458.61 | Ratio | — | 2.03 | 3.03 | 1.22 | 2L-BFRP-CFRC | Mcr (N·m) | 552.00 | 299.03 | 199.35 | 498.38 | Ratio | — | 1.91 | 2.86 | 1.15 | 4L-BFRP-CFRC | Mcr (N·m) | 526.88 | 309.15 | 206.10 | 515.25 | Ratio | — | 1.70 | 2.56 | 1.02 | 6L-BFRP-CFRC | Mcr (N·m) | 585.00 | 282.60 | 186.39 | 466.52 | Ratio | — | 2.07 | 3.14 | 1.25 |
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