Dual boundary element method for dynamic analysis of stiffened plates

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• 作者：S.P.L. Leme^a ; M.H. Aliabadi^b ; ^{m.h.aliabadi@imperial.ac.uk}
• 关键词：Dynamic fracture mechanics ; Stiffened panels ; Dynamics stress intensity factor ; Frequency domain
• 刊名：Theoretical and Applied Fracture Mechanics
• 出版年：2012
• 期刊代码：174_01678442
• 类别：et
• 出版时间：February, 2012
• 卷：57
• 期：1
• 页码：55-58
• 文件大小：400 K

摘要

In this paper dual boundary element method for analysis of cracked stiffened panels under dynamic loading is presented for the first time. A continuously attached stiffener is considered. The time-dependent solutions are obtained by the Laplace transformed method. The stress intensity factors are presented for an inclined central crack in a plate with two symmetrically placed stiffeners either side of the crack. The dynamic stress intensity factors are found to be around 2.5 times higher than their respective static values. The stiffeners are shown to be effective in reducing the stress intensity factors.