An Experimental Study Examining the Size Effect on the Compressive Dynamic Performance of Nuclear Power Containment Concrete

<div>The failure mode under the effect of loading strain rate. (a) 1.0 × 10<sup>–5</sup>/s. (b) 1.0 × 10<sup>–3</sup>/s. (c) 1.0 × 10<sup>–2</sup>/s.</div>

Advances in Materials Science and Engineering

fig2

Figure 2

Figure 2: An Experimental Study Examining the Size Effect on the Compressive Dynamic Performance of Nuclear Power Containment Concrete 