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A History of Research and a Review of Recent Developments

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156<br />

Penetration <strong>and</strong> fragmentation<br />

Figure 7.12 Penetration experiments on cylinders, L/d=1 (steel cylinders into s<strong>and</strong>)<br />

(from Stilp et al., ref. 7.18).<br />

spheres, partly because the cylinders became flattened <strong>and</strong> ‘mushroomed’ at<br />

the higher impact velocities. The greater the length/diameter ratio, the greater<br />

the scatter, <strong>and</strong> at ratios <strong>of</strong> 10 the projectiles bent on impact. This caused<br />

deviations from the original trajectory, made worse when the cylinders also<br />

broke into pieces. Values <strong>of</strong> p/d for cylinders with L/d=1, 5 <strong>and</strong> 10 are shown<br />

in Figures 7.12, 7.13 <strong>and</strong> 7.14.<br />

The prediction <strong>of</strong> projectile penetration into rock <strong>and</strong> cemented soils by<br />

means <strong>of</strong> a numerical procedure was examined by Scho<strong>of</strong>, Maestas <strong>and</strong> Young,<br />

who reported their work in 1989 [7.19]. The S<strong>and</strong>ia National Laboratories at<br />

Figure 7.13 Penetration experiments on cylinders, L/d=5 (steel cylinders into s<strong>and</strong>)<br />

(from Stilp et al., ref. 7.18).

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