The effect of stand-off distance on the failure of fully clamped circular mild steel plates subjected to blast loads

Author:

Jacob N.,Nurick G.N.,Langdon G.S.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference21 articles.

1. Deformations of thin plates subjected to impulsive loading — A review; Part I — Theoretical consideration;Nurick;International Journal of Impact Engineering,1989

2. Deformation and tearing of clamped circular plates subjected to localised central blast loads;Nurick,1997

3. Chung Kim Yuen S, Nurick GN. The significance of the thickness of a plate when subjected to localised blast loads. In: Proc 16th int symp military aspects of blast and shock. 2000. p. 491–9

4. Quadrangular plates subjected to localised blast loads — An insight into scaling;Jacob;International Journal of Impact Engineering,2004

5. The deformation and tearing of circular plates subjected to impulsive loads;Teeling-Smith;International Journal of Impact Engineering,1991

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