Table 5 Experimental results-2.
From: Property Assessment of High-Performance Concrete Containing Three Types of Fibers
Specimen | Compressive strength | Mean compressive strength | λC | Tensile strength | Mean tensile strength | λS | Flexural strength | Mean flexural strength | λf | TC-R | FC-R |
|---|---|---|---|---|---|---|---|---|---|---|---|
(MPa) | (MPa) | (MPa) | (MPa) | (MPa) | (MPa) | (%) | (%) | ||||
Z3 | 61.57 | 61.92 | 0.972 | 3.03 | 3.55 | 1.057 | 7.47 | 7.30 | 1.256 | 5.74 | 11.79 |
62.92 | 3.67 | 7.22 | |||||||||
61.27 | 3.94 | 7.21 | |||||||||
Z4 | 61.87 | 60.90 | 0.956 | 3.49 | 3.54 | 1.054 | 7.13 | 7.29 | 1.255 | 5.81 | 11.97 |
61.42 | 3.36 | 7.53 | |||||||||
59.41 | 3.78 | 7.21 | |||||||||
Z5 | 60.29 | 60.07 | 0.943 | 3.39 | 3.86 | 1.149 | 5.58 | 6.32 | 1.088 | 6.42 | 10.52 |
57.69 | 4.02 | 6.44 | |||||||||
62.23 | 4.16 | 6.94 | |||||||||
Z6 | 57.18 | 57.33 | 0.900 | 3.22 | 3.21 | 0.955 | 4.84 | 5.17 | 0.890 | 5.59 | 9.01 |
59.73 | 2.98 | 4.78 | |||||||||
55.08 | 3.42 | 5.89 | |||||||||
Z7 | 59.52 | 58.67 | 0.921 | 3.74 | 3.29 | 0.979 | 5.22 | 5.64 | 0.970 | 5.60 | 9.61 |
51.85 | 3.10 | 6.35 | |||||||||
64.64 | 3.05 | 5.34 | |||||||||
Z8 | 52.05 | 52.93 | 0.831 | 3.11 | 3.60 | 1.071 | 5.12 | 5.48 | 0.943 | 6.79 | 10.34 |
53.85 | 3.90 | 6.12 | |||||||||
52.89 | 3.82 | 5.21 | |||||||||
Z9 | 56.94 | 61.02 | 0.958 | 3.01 | 3.14 | 0.970 | 7.37 | 6.73 | 1.158 | 5.08 | 10.89 |
60.74 | 3.24 | 6.29 | |||||||||
65.38 | 3.15 | 6.53 | |||||||||
Z10 | 63.08 | 62.11 | 0.975 | 3.99 | 3.59 | 1.068 | 5.50 | 5.51 | 0.948 | 5.78 | 8.87 |
60.21 | 3.49 | 5.66 | |||||||||
63.04 | 3.30 | 5.38 | |||||||||
Z11 | 61.20 | 62.62 | 0.983 | 3.45 | 4.14 | 1.232 | 6.54 | 6.97 | 1.200 | 6.61 | 11.13 |
67.68 | 4.88 | 6.77 | |||||||||
58.98 | 4.10 | 7.59 | |||||||||
Z12 | 65.52 | 63.13 | 0.991 | 4.64 | 4.12 | 1.226 | 7.01 | 7.49 | 1.289 | 6.53 | 11.87 |
64.01 | 4.02 | 7.89 | |||||||||
59.86 | 3.71 | 7.57 |