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A computational technique for earth penetration is presented which includes the direct coupling between the deformable target model and a deformable model of the penetrator. In this fully Lagrangian approach, both the target and penetrator are discretized to represent the anticipated terradynamic and structural responses. A sliding interface is used between the two models to provide the time‐dependent terradynamic‐to‐penetrator interaction. This technique has the unique advantage of including the target‐to‐penetrator interaction in one calculation in a continuous and consistent manner. Comparisons of calculated penetration with full‐scale field test data are given.
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Schwer et al. (1988) studied this question.
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