Numerical Investigation of the Failure of Stiffened Steel Plates Subjected to Near-Field Blast Loads
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality,General Materials Science
Link
https://link.springer.com/content/pdf/10.1007/s11668-023-01628-5.pdf
Reference51 articles.
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2. N. Jacob, G.N. Nurick, G.S. Langdon, The effect of stand-off distance on the failure of fully clamped circular mild steel plates subjected to blast loads. Eng. Struct. 29(10), 2723–2736 (2007). https://doi.org/10.1016/j.engstruct.2007.01.021
3. S.C.K. Yuen, G.N. Nurick, Experimental and numerical studies on the response of quadrangular stiffened plates. Part I: subjected to uniform blast load. Int. J. Impact Eng. 31(1), 55–83 (2005). https://doi.org/10.1016/j.ijimpeng.2003.09.048
4. G.S. Langdon, S.C.K. Yuen, G.N. Nurick, Experimental and numerical studies on the response of quadrangular stiffened plates. Part II: localised blast loading. Int. J. Impact Eng. 31(1), 85–111 (2005). https://doi.org/10.1016/j.ijimpeng.2003.09.050
5. D. Bonorchis, G.N. Nurick, The influence of boundary conditions on the loading of rectangular plates subjected to localised blast loading: importance in numerical simulations. Int. J. Impact Eng. 36(1), 40–52 (2009). https://doi.org/10.1016/j.ijimpeng.2008.03.003
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