Abstract
Underground explosions may contain an even more devastating potential than comparable free explosions in air, because they can produce significantly greater pressures and stronger momenta and the explosive waves may decay more slowly with increasing distance. For civil applications such as clearance of explosive ordnance, explosive tunnelling and surface mining in the vicinity of buildings, a tool is desirable, with which the safe distance r hor,safe, beyond which a building remains undamaged, may be evaluated in a fast and simple manner. The procedure to derive such a tool is exemplarily demonstrated for near-surface, underground explosions with a charge mass of 125 kg of trinitrotoluene, dry sand as foundation soil and a building with shallow foundation and no basement. Numerical simulations were carried out with the commercial hydrocode Autodyn. To track the explosion-induced wave up to sufficiently large distances, the modelling strategy called the ‘moving window’ was developed. With respect to the damage patterns, ‘air blast’, ‘foundation-induced excitation of the structure to vibrations’ and ‘inadmissible inclination of foundations due to subsidence’, the numerical time courses of the relevant wave parameters were evaluated. The result is one chart for the safe distance as a function of the explosive’s charge depth.
Highlights
Explosions are characterised by an abrupt expansion of the gaseous reaction products by means of a shock wave with very high pressures and extreme strain rates
For a given charge depth dTNT, the upmost of the three intersections is in general decisive and the upper part of the diagram that lies above all three curves designates safe distances
The aim of this study was to develop a procedure for the creation of a decision aid with which the impact of shock waves induced by underground, near-surface explosions on buildings can be estimated
Summary
Explosions are characterised by an abrupt expansion of the gaseous reaction products by means of a shock wave with very high pressures and extreme strain rates. Explosions and their effects on buildings are simulated by means of hydrocodes. These explicit solvers are used to simulate unsteady, dynamic problems by simultaneously solving the conservation equations of mass, momentum and energy while taking into account the initial and boundary conditions (Grujicic et al, 2006).
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