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- W749746644 abstract "The finite element analyses discussed in this article provide an approach to the blast analysis of lightly reinforced concrete walls that is supported by the available test data. These models should provide the basis for the development of consistent, risk-based explosive limits for 12 inch (305 mm) concrete SDWs (substantial dividing walls). By calculating explosive storage limits than limit debris velocities to levels consistent with acceptor munition or explosive sensitivities, the risk of propagation from explosive accidents can be defined in a rationally defensible manner. More importantly, the overall safety of explosive manufacturing and storage operations will be significantly enhanced." @default.
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- W749746644 date "1998-12-01" @default.
- W749746644 modified "2023-09-23" @default.
- W749746644 title "Blast Response in Concrete Walls" @default.
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