Advances in Civil Engineering / 2019 / Article / Tab 4

Research Article

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

Table 4

The elastic modulus at different strain rates (unit: ×103 MPa).

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

1.0 × 10−513.541.0011.241.0013.211.00
5.0 × 10−514.601.0811.621.0313.291.01
1.0 × 10−414.611.0812.071.0714.401.09
5.0 × 10−415.131.1212.121.0815.241.15
1.0 × 10−315.651.1612.381.1015.331.16
2.0 × 10−317.281.2813.591.2116.121.22
5.0 × 10−316.191.2014.541.2916.771.27
1.0 × 10−218.211.3415.461.3817.351.31
2.0 × 10−218.251.3517.701.5819.071.44
5.0 × 10−219.101.4118.421.6419.551.48

We are committed to sharing findings related to COVID-19 as quickly as possible. We will be providing unlimited waivers of publication charges for accepted research articles as well as case reports and case series related to COVID-19. Review articles are excluded from this waiver policy. Sign up here as a reviewer to help fast-track new submissions.