Skip to main content
Fig. 3 | Journal of Applied Volcanology

Fig. 3

From: Impact resistance of steel materials to ballistic ejecta and shelter development using steel deck plates

Fig. 3

Nominal stress-strain relationship for SUS304 (Fukui et al. 2017) and SS400 (Yamada et al. 2016). Strain rate from 10−4 to 10−2 s−1 was obtained from quasi-static test; strain rate of 102 s−1 was obtained from high-strain-rate test. Due to the limited capacity of the testing apparatus, the impact test could not be carried out until fracture. Therefore, the curves end with arrows in the figure

Back to article page