Dynamic Compression Behavior and a Damage Constitutive Model of Steel Fibre Reinforced Self-Compacting Concrete
The dynamic behavior of steel fibre reinforced self-compacting concrete (SFRSCC) was investigated by using a split Hopkinson pressure bar (SHPB). SFRSCC specimens with two strength classes of about 40 MPa and 60 MPa were prepared. Different steel fibre volume fractions were used varying from 0.5% to...
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Formato: | article |
Lenguaje: | EN |
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Hindawi Limited
2021
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Acceso en línea: | https://doaj.org/article/ca2b17a09791414abc62533bad11eee1 |
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