Research Article
Dynamic Properties Test and Constitutive Relation Study of Lightweight Aggregate Concrete under Uniaxial Compression
Table 2
Loading scenarios for uniaxial compression test.
| | Index | Strain rate (s−1) | Quantity | Index | Strain rate (s−1) | Quantity |
| | 1 | 1.0 × 10−5 | 3 | 6 | 2.0 × 10−3 | 3 | | 2 | 5.0 × 10−5 | 3 | 7 | 5.0 × 10−3 | 3 | | 3 | 1.0 × 10−4 | 3 | 8 | 1.0 × 10−2 | 3 | | 4 | 5.0 × 10−4 | 3 | 9 | 2.0 × 10−2 | 3 | | 5 | 1.0 × 10−3 | 3 | 10 | 5.0 × 10−2 | 3 |
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