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A History of Research and a Review of Recent Developments

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136<br />

Pressure measurement <strong>and</strong> blast simulation<br />

camera working by electrically operated remote control from a blast pro<strong>of</strong><br />

building a short distance from the rig; a few milliseconds later the camera<br />

operated an electrical charge-firing circuit. The moment <strong>of</strong> firing was recorded<br />

by a flash on the film from a phot<strong>of</strong>lood bulb operated by the firing circuit.<br />

The camera speed was 3000 frames per second, with a running time <strong>of</strong> about<br />

3 sec, including acceleration <strong>and</strong> deceleration. The time interval from firing<br />

to complete decay <strong>of</strong> the blast pressure was about 20 msec. Blast pressures in<br />

the tube were measured by piezo-electric gauges.<br />

A dimensionally similar vertical shock tube was constructed at the US Air<br />

Force Weapons Laboratory, Kirkl<strong>and</strong>, New Mexico, in the 1960s, <strong>and</strong> has<br />

been described by Abbott [6.9]. Detonation was by means <strong>of</strong> 4.57 lb <strong>of</strong><br />

primacord, <strong>and</strong> the shock pressure was applied to a cylindrical soil bin 48 in<br />

high, 22 in diameter.<br />

Another type <strong>of</strong> vertically set apparatus for simulating blast loads was<br />

built at the US Waterways Experiment Station at Vicksburg, Miss. USA, <strong>and</strong><br />

has been described briefly by Flathau, Dawsey <strong>and</strong> Denton [6.39]. It consisted<br />

<strong>of</strong> a vertical cylinder, containing a piston that could be hydraulically actuated<br />

to provide short duration concentrated loads over a maximum stroke <strong>of</strong> 4 in.<br />

Tests showed that loads in excess <strong>of</strong> 200 000 lb could be applied with a minimum<br />

rise time <strong>of</strong> 1.3 msec with a movement <strong>of</strong> about 0.25 in <strong>of</strong> the loading ram. A<br />

second version <strong>of</strong> this vertical loading system, operated in a similar way, was<br />

capable <strong>of</strong> applying loads <strong>of</strong> 500 000 lb over a time <strong>of</strong> 80 msec.<br />

Figure 6.10 Large blast load generator at the Waterways Experiment Station, USA<br />

(from Flathau et al., ref. 6.39).

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