Research Article
Influence of Cross-Sectional Shape on the Mechanical Properties of Concrete Canvas and CFRP-Reinforced Columns
Table 6
Peak load and stress of each group of specimens.
| Specimen | CC layer | (kN) | | (MPa) | | | | | | |
| S-0-0 | 0 | 800.36 | 1.00 | 34.69 | 1.00 | 2 130 | 1.00 | 1.12 | 1.00 | 1.00 | O-0-0 | 728.57 | 0.93 | 32.38 | 1.00 | 2 200 | 1.00 | 1.41 | 1.00 | 1.17 | C-0-0 | 802.32 | 1.03 | 35.66 | 1.00 | 2 280 | 1.00 | 1.65 | 1.00 | 1.31 | E-0-0 | 740.36 | 0.95 | 32.90 | 1.00 | 2 170 | 1.00 | 1.30 | 1.00 | 1.13 | S-0-1 | 0 | 920.00 | 1.00 | 40.89 | 1.18 | 4 250 | 2.00 | 2.5 | 2.23 | 1.00 | O-0-1 | 976.86 | 1.06 | 43.42 | 1.34 | 5 325 | 2.42 | 3.2 | 2.26 | 1.28 | C-0-1 | 1 091.16 | 1.19 | 48.50 | 1.36 | 5 945 | 2.61 | 4.0 | 2.42 | 1.60 | E-0-1 | 962.00 | 1.05 | 42.76 | 1.30 | 4 638 | 2.14 | 3.0 | 2.30 | 1.20 | S-1-1 | 1 | 984.40 | 1.00 | 43.75 | 1.26 | 5 830 | 2.74 | 3.7 | 3.30 | 1.00 | O-1-1 | 1 094.08 | 1.11 | 48.63 | 1.50 | 7 055 | 3.21 | 4.3 | 3.04 | 1.16 | C-1-1 | 1 178.45 | 1.20 | 52.38 | 1.47 | 7 745 | 3.40 | 4.7 | 2.85 | 1.27 | E-1-1 | 1 010.00 | 1.03 | 44.89 | 1.36 | 6 258 | 2.88 | 3.8 | 2.92 | 1.03 | S-2-1 | 2 | 1 004.09 | 1.00 | 44.62 | 1.29 | 6 436 | 3.02 | 3.9 | 3.48 | 1.00 | O-2-1 | 1 128.00 | 1.12 | 50.13 | 1.55 | 7 481 | 3.40 | 4.5 | 3.18 | 1.15 | C-2-1 | 1 204.38 | 1.20 | 53.53 | 1.50 | 7 961 | 3.50 | 4.9 | 2.96 | 1.26 | E-2-1 | 1 028.18 | 1.02 | 45.70 | 1.39 | 6 782 | 3.13 | 4.0 | 3.08 | 1.05 |
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