Numerical results for clamped, thin square steel plates subjected to blast
loading are presented. The numerical analysis is based on a finite element
formulation, which includes the nonlinear effects of geometry and material
as well as strain rate sensitivity. A phenomenological interactive failure
criterion comprising bending, tension and transverse shear is proposed to p
redict the various modes of failure. A node release algorithm is developed
to simulate the progression of plate rupture from the boundary. The analysi
s is continued in the post-failure phase to account for the free flight def
ormation of the torn plate. The predicted failure modes for a blast-loaded
plate are presented and compared with previously published experimental dat
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