Advances in Civil Engineering / 2019 / Article / Tab 3

Research Article

Experimental Study on Dynamic Performance of Self-Compacting Lightweight Aggregate Concrete under Compression

Table 3

The peak stress at different strain rates (unit: MPa).

Strain rateC30LC30SCLC30
Peak stressDynamic improvement coefficientPeak stressDynamic improvement coefficientPeak stressDynamic improvement coefficient

1.0 × 10−525.721.0026.091.0034.771.00
5.0 × 10−526.541.0326.891.0335.261.01
1.0 × 10−427.331.0627.541.0635.461.02
5.0 × 10−429.281.1430.211.1635.791.03
1.0 × 10−330.441.1830.341.1636.581.05
2.0 × 10−331.361.2230.891.1838.881.12
5.0 × 10−331.631.2331.071.1939.901.15
1.0 × 10−232.671.2731.891.2241.591.19
2.0 × 10−233.941.3232.521.2541.661.20
5.0 × 10−234.201.3335.431.3643.141.24

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