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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
  1. λC refers the ratio of the mean compressive strength of the specimen to the mean compressive strength of common concrete (specimen C1). λS is the ratio of the mean tensile strength of the specimen to the mean tensile strength of common concrete (specimen C1). λf denotes the ratio of the mean flexural strength of the specimen to the mean flexural strength of common concrete (specimen C1). TC-R is the ratio of the mean tensile strength to the mean compressive strength of specimens. FC-R is the ratio of the mean flexural strength to the mean compressive strength of specimens