Table 4 Splitting tensile strength at loading-start age and loading stress
From: Tensile mechanical properties of fly ash concrete at early age for thermal stress analysis
Test I.D. | s/s ratioa | Splitting tensile strength | Loading stress |
|---|---|---|---|
N3–30a | 30% | 2.38 MPa | 0.714 MPa |
N3–30b | 30% | 1.22 MPa | 0.366 MPa |
N3–30c | 30% | 2.09 MPa | 0.627 MPa |
N3–40a | 40% | 2.56 MPa | 1.02 MPa |
N3–40b | 40% | 2.56 MPa | 1.02 MPa |
N3–40c | 40% | 2.55 MPa | 1.02 MPa |
N7–30 | 30% | 3.11 MPa | 0.933 MPa |
FA3–30a | 30% | 1.51 MPa | 0.453 MPa |
FA3–30b | 30% | 1.52 MPa | 0.456 MPa |
FA3–30c | 30% | 1.52 MPa | 0.456 MPa |
FA3–40a | 40% | 2.04 MPa | 0.816 MPa |
FA3–40b | 40% | 2.04 MPa | 0.816 MPa |
FA3–40c | 40% | 2.07 MPa | 0.828 MPa |
FA7–30 | 30% | 2.74 MPa | 0.822 MPa |