A History of Research and a Review of Recent Developments
A History of Research and a Review of Recent Developments
A History of Research and a Review of Recent Developments
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
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