Deflection And Tearing Of Clamped Stiffened Circular Plates Subjected To Uniform Impulsive Blast Loads
作者： G.N. Nurick , D.M. Lumpp
DOI: 10.2495/SUSI960361
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摘要: The large deformation of structural components such as beams, plates and shells subjected to blast loads can be predicted with favourable correlation experimental data. This work deals the more complex situation combining these components. Experiments using a 100mm diameter circular plate stiffened single beam width 8mm clamped across is presented. Beams thickness 3,4,5 6mm were used. Results show that an optimum beam-thickness/plate-thickness combination required.
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