Table 7 Summary of the testing data.
From: Performance Evaluation of CFRP Reinforced Concrete Members Utilizing Fuzzy Technique
Specimen | Ft (MPa) | εt | Eg (MPa) |
|---|---|---|---|
H* | 26.61 | 0.0023 | − 25,974** |
H2-I 0 | 32.63 | 0.003 | 12,810.59 |
H2-I 1 | 31.28 | 0.0033 | 2527.83 |
H2-I 2 | 30.67 | 0.0028 | − 13,138.2** |
H2-I 3 | 31.43 | 0.0027 | − 24,890.9** |
H2-I 4 | 30.48 | 0.0027 | − 34,703.1** |
H2-I 1-T | 34.86 | 0.0032 | 11,652.96 |
H2-I 1-A | 35.33 | 0.0037 | 5081.056 |
H2-I 1-B | 37.02 | 0.0036 | 22,674.68 |
N* | 21.13 | 0.0018 | − 19,276.4** |
N2-I0 | 25.70 | 0.0031 | 3156.05 |
N2-II3 | 26.66 | 0.0031 | 2852.00 |
N3-II1 | 26.83 | 0.0039 | 9814.00 |
N3-II3 | 25.87 | 0.0035 | 4602.43 |
N3-I1 | 26.57 | 0.0034 | 6210.99 |
N3-I1-T | 29.07 | 0.0036 | 8967.37 |
N3-I0-A | 28.59 | 0.00378 | 5697.24 |
N3-I1-B | 29.81 | 0.0037 | 7984.13 |