The response of small scale rigid targets to shallow buried explosive detonations

• Published in: International journal of impact engineering Vol. 38; no. 11; pp. 882 - 891
• Main Authors: Fox, D.M., Huang, X., Jung, D., Fourney, W.L., Leiste, U., Lee, J.S.
• Format: Journal Article
• Language: English
• Published: Kidlington Elsevier Ltd 01-11-2011; Elsevier
• Subjects: Arbitrary Lagrangian–Eulerian method; Center of mass; Computation; Computational mechanics; Detonation; Earth sciences; Earth, ocean, space; Exact sciences and technology; Explosions; Explosives; Fracture mechanics (crack, fatigue, damage...); Fundamental areas of phenomenology (including applications); Geophysics: general, magnetic, electric and thermic methods and properties; Internal geophysics; Mathematical models; Mine blast; Nonlinearity; Physics; Sand; Small-scale experiments; Soil model; Solid mechanics; Structural and continuum mechanics; Small-scale experiments; Computational mechanics; Mine blast; Arbitrary Lagrangian–Eulerian method; Soil model; experimental studies; Underground explosions; Arbitrary Lagrangian-Eulerian method; Euler Lagrange equation; soil mechanics; Blast wave; Explosives; Lagrangian method
• ISSN: 0734-743X; 1879-3509
• DOI: 10.1016/j.ijimpeng.2011.05.009

Experimental and computational investigations were performed in order to better understand the mechanical response of rigid targets with various geometries to the detonation of shallow buried explosives. The motion of the targets was measured by use of high-speed digital video photography. This work involved flat targets, targets that were downwardly convex, and targets that were downwardly concave with explosive charges located at various positions beneath the targets. It was observed that, in general, angled hulls – whether downwardly concave or convex – tended to reduce the amount of momentum imparted to the center of mass of the targets. Computations were performed by use of an arbitrary Langrangian–Eulerian treatment in a nonlinear finite element code. A model based on quasi-static test evaluations of wet concrete sand was used for prediction of the soil behavior. The computational technique provided very good agreement between computation and experiment.