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A History of Research and a Review of Recent Developments

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His very early investigations <strong>of</strong> the effects <strong>of</strong> dynamic loads were <strong>of</strong> great<br />

fundamental value. He appreciated the importance <strong>of</strong> ductility in the absorption<br />

<strong>of</strong> kinetic energy <strong>and</strong> he was the first to demonstrate that a suddenly applied<br />

load produces double the stress <strong>of</strong> the same load applied gradually. He also<br />

demonstrated the danger <strong>of</strong> vibrational resonance <strong>and</strong> <strong>of</strong> fatigue. There is<br />

little doubt that he was a genius, <strong>and</strong> his capacity for uncovering the roots <strong>of</strong><br />

structural <strong>and</strong> mechanical behaviour have been <strong>of</strong> great value in many fields.<br />

7.2 PENETRATION INTO SOIL, STONE AND ROCK<br />

Penetration into soil <strong>of</strong> falling bombs <strong>and</strong> artillery shells was a particularly<br />

important research area supporting the development <strong>of</strong> military weapons during<br />

the nineteenth <strong>and</strong> twentieth centuries, <strong>and</strong> many thous<strong>and</strong>s <strong>of</strong> experiments at<br />

large scales were carried out. For vertical penetration into well-compacted soil<br />

the results confirmed (but only to an accuracy <strong>of</strong> ±20%) that Poncelet’s V 2 term<br />

was suitable when impact velocity exceeds about 60 m/sec. At the beginning <strong>of</strong><br />

the nineteenth century many empirical expressions for the constants a <strong>and</strong> b<br />

were developed, but later Petry [7.3] in 1910 proposed a modified formula,<br />

where<br />

Penetration into soil, stone <strong>and</strong> rock 143<br />

p = depth <strong>of</strong> vertical penetration in feet<br />

W p = total projectile weight in lb<br />

A = cross-sectional area <strong>of</strong> the projectile in in 2<br />

K = constant depending on target material<br />

V = striking velocity in feet/sec.<br />

(7.4)<br />

The constant, K, was found to depend on V, as well as on the soil properties.<br />

In the units <strong>of</strong> Eq. (7.4), the following approximate relationships were<br />

recommended for a broad range <strong>of</strong> typical soils:<br />

S<strong>and</strong>: K = 154 – 0.07V<br />

S<strong>and</strong>y loam: K = 190 – 0.09V<br />

Loam: K = 227 – 0.11V<br />

Clay: K = 341 – 0.19V.<br />

Further research, which has been summarized by Young [7.4], showed that<br />

the form <strong>of</strong> Poncelet’s relationship, as presented by Petry, would be improved<br />

if a factor were introduced to take account <strong>of</strong> the shape <strong>of</strong> the nose <strong>of</strong> the<br />

projectile, if penetration was taken proportional to the square root <strong>of</strong> the<br />

projectile pressure (W p/A) 1/2 , <strong>and</strong> if the relationship between penetration <strong>and</strong><br />

V 2 was replaced at higher striking velocities with a relationship between

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