Research Article
Dynamic Compression Behavior and a Damage Constitutive Model of Steel Fibre Reinforced Self-Compacting Concrete
Table 3
Mechanical properties of SFRSCC (standard deviation in parentheses).
| | Mix | Density (g/cm3) | Elastic modulus (GPa) | Compressive strength (MPa) | Splitting tensile strength (MPa) |
| | MC-F0.5 | 2.22 (0.01) | 35.6 (2.3) | 49.8 (1.1) | 3.78 (0.25) | | MC-F1.0 | 2.27 (0.01) | 35.0 (1.7) | 43.8 (1.9) | 4.08 (0.15) | | MC-F1.5 | 2.37 (0.03) | 34.9 (1.1) | 46.6 (0.9) | 4.34 (0.11) | | MC-F2.0 | 2.41 (0.02) | 33.4 (1.5) | 48.8 (1.8) | 5.14 (0.65) | | HC-F0.5 | 2.38 (0.01) | 36.6 (1.1) | 60.1 (0.3) | 4.73 (0.10) | | HC-F1.0 | 2.39 (0.03) | 38.0 (1.3) | 69.6 (1.4) | 5.37 (0.24) | | HC-F1.5 | 2.41 (0.02) | 37.7 (2.1) | 64.9 (1.0) | 4.93 (0.18) | | HC-F2.0 | 2.42 (0.01) | 36.3 (1.3) | 66.1 (0.4) | 5.40 (0.40) |
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