Research Article
An Experimental Study Examining the Size Effect on the Compressive Dynamic Performance of Nuclear Power Containment Concrete
Table 2
The compressive strength characteristic values under different loading conditions (MPa).
| | Strain rate | Size 1 | Size 2 | Size 3 |
| | 1.0 × 10−5 | 35.92 | 33.52 | 31.14 | | 5.0 × 10−5 | 37.22 | 35.07 | 32.14 | | 1.0 × 10−4 | 39.33 | 35.49 | 33.03 | | 5.0 × 10−4 | 41.84 | 37.65 | 33.93 | | 1.0 × 10−3 | 43.36 | 38.79 | 35.16 | | 2.0 × 10−3 | 43.50 | 39.42 | 35.63 | | 5.0 × 10−3 | 45.53 | 40.23 | 36.18 | | 1.0 × 10−2 | 47.09 | 40.70 | 36.24 | | 2.0 × 10−2 | 48.42 | 42.14 | 36.47 | | 5.0 × 10−2 | 50.11 | 43.69 | 37.75 |
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