Table 4 Experimental results-1.
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) | (%) | (%) | ||||
C1 | 65.59 | 63.70 | 1.000 | 2.78 | 3.36 | 1.000 | 5.23 | 5.81 | 1.000 | 5.27 | 9.12 |
63.54 | 3.34 | 6.12 | |||||||||
61.97 | 3.96 | 6.07 | |||||||||
C2 | 60.19 | 60.77 | 0.954 | 4.34 | 4.04 | 1.202 | 6.38 | 6.81 | 1.172 | 6.64 | 11.20 |
62.83 | 3.81 | 7.10 | |||||||||
59.29 | 3.97 | 6.95 | |||||||||
C3 | 59.75 | 58.99 | 0.926 | 3.85 | 3.78 | 1.125 | 7.17 | 6.90 | 1.188 | 6.41 | 11.69 |
59.37 | 3.79 | 7.04 | |||||||||
57.85 | 3.70 | 6.49 | |||||||||
C4 | 57.65 | 57.58 | 0.904 | 3.64 | 3.81 | 1.134 | 7.35 | 7.07 | 1.217 | 6.61 | 12.27 |
56.38 | 3.88 | 7.16 | |||||||||
58.71 | 3.91 | 6.70 | |||||||||
C5 | 58.24 | 56.37 | 0.885 | 3.79 | 3.88 | 1.155 | 6.78 | 6.96 | 1.198 | 6.88 | 12.34 |
54.25 | 3.93 | 7.16 | |||||||||
56.62 | 3.92 | 6.95 | |||||||||
C6 | 52.95 | 54.91 | 0.862 | 3.85 | 3.88 | 1.155 | 7.06 | 6.88 | 1.184 | 7.07 | 12.53 |
56.54 | 3.88 | 6.80 | |||||||||
55.24 | 3.91 | 6.78 | |||||||||
Z1 | 63.01 | 62.81 | 0.986 | 4.05 | 4.26 | 1.268 | 7.17 | 6.79 | 1.169 | 6.78 | 10.81 |
62.16 | 4.55 | 6.74 | |||||||||
63.26 | 4.18 | 6.46 | |||||||||
Z2 | 57.29 | 59.62 | 0.936 | 4.44 | 4.13 | 1.229 | 7.06 | 6.64 | 1.143 | 6.93 | 11.14 |
61.43 | 4.35 | 6.04 | |||||||||
60.14 | 3.60 | 6.81 |