Table 5 Mix properties of concrete.
From: Performance Evaluation of CFRP Reinforced Concrete Members Utilizing Fuzzy Technique
Design | Slump | W/C (%) | Mixture (kg/m3) | |||||
|---|---|---|---|---|---|---|---|---|
C | W | S | G | Air | Admix | |||
21 MPa | 12 cm | 54.7 | 328 | 180 | 865 | 950 | 4.5 ±1.5% | 1.5 |
From: Performance Evaluation of CFRP Reinforced Concrete Members Utilizing Fuzzy Technique
Design | Slump | W/C (%) | Mixture (kg/m3) | |||||
|---|---|---|---|---|---|---|---|---|
C | W | S | G | Air | Admix | |||
21 MPa | 12 cm | 54.7 | 328 | 180 | 865 | 950 | 4.5 ±1.5% | 1.5 |