Standoff-mortar fragment velocity characterization before and after perforating conventional building walls

In this work, analytical models are developed to predict mortar-induced impact and residual velocities of case fragments upon interaction with typical building walls. Theoretical models are experimentally verified and the intervening parameters identified. Multiple common structural wall materials a...

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Veröffentlicht in:International journal of impact engineering 2008-09, Vol.35 (9), p.1043-1052
Hauptverfasser: de Béjar, L.A., Simmons, L., Davis, J.L.
Format: Artikel
Sprache:eng
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