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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
  1. a: Stress/strength ratio