Research Article
Dynamic Compression Behavior and a Damage Constitutive Model of Steel Fibre Reinforced Self-Compacting Concrete
Table 4
Constants in proposed DIF formula for SFRSCC.
| | Mix | A | B |
| | MC-F0.5 | 3.4126 | −19.9991 | | MC-F1.0 | 2.6310 | −14.7267 | | MC-F1.5 | 1.7937 | −8.8893 | | MC-F2.0 | 4.9260 | −29.1629 | | HC-F0.5 | 0.9176 | −3.9057 | | HC-F1.0 | 1.5821 | −8.2046 | | HC-F1.5 | 4.5814 | −28.1943 | | HC-F2.0 | 1.6821 | −9.3132 |
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