From: Performance Evaluation of CFRP Reinforced Concrete Members Utilizing Fuzzy Technique
Data unit | f’c MPa | tfrp cm | Layer ply | Kind – | Efrp GPa | ffrp MPa | ρ (%) | D cm | h cm | Ft MPa |
---|---|---|---|---|---|---|---|---|---|---|
1 | 38.6 | 0.031 | 1 | G | 73.3 | 755 | 0.816 | 15 | 31 | 45.5 |
2 | 30.2 | 0.017 | 1 | A | 224.6 | 2716 | 0.68 | 10 | 20 | 46.6 |
3 | 26.2 | 0.1 | 1 | G | 19.1 | 330 | 2.632 | 15 | 61 | 33.5 |
4 | 39.4 | 0.142 | 1 | G | 19.9 | 363 | 5.569 | 10 | 20 | 63.1 |
5 | 41.0 | 0.009 | 2 | C | 235 | 3500 | 0.706 | 5 | 10 | 117.0 |
6 | 45.2 | 0.011 | 2 | C | 230.5 | 3481 | 0.293 | 15 | 30 | 52.4 |
7 | 33.7 | 0.011 | 3 | C | 230.5 | 3481 | 0.440 | 10 | 20 | 109.9 |
8 | 35.0 | 0.08 | 3 | G | 36 | 560 | 2.105 | 15 | 44 | 83.0 |
9 | 43.7 | 0.0193 | 2 | A | 210 | 2173 | 0.772 | 10 | 20 | 88.0 |
10 | 33.28 | 0.0167 | 4 | C | 235 | 3550 | 0.668 | 10 | 20 | 111.1 |
11 | 20.79 | 0.0193 | 2 | A | 210 | 2173 | 0.772 | 10 | 20 | 72.8 |