Transient Dynamic Large-Deflection Analysis of Panel Structure under Blast Loading

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概要

• 論文の詳細を見る

• The transient dynamic response of a panel structure subjected to blast loading was investigated, as simulated by the step function and the exponentially decaying function. Based on the Bauer methodology, and applying Galerkin's method, the von Karman nonlinear equations of plates could be transformed into Duffing-type nonlinear ordinary differential equations and then solved by adopting the Lindstedt-Poincare perturbation method. The complete analysis of square plates was carried out for all-clamped and all-simply supported edge conditions. The results of deflection history and stress resultants using one perturbation term were sufficiently correlated with results both from related literature and obtained by the finite-element method.

• 一般社団法人日本機械学会の論文
• 1996-10-15

著者

• Teng Tso-liang

  Department Of System Engineering Chung Cheng Institute Of Technology

• Liang Cho-chung

  Department Of Naval Architecture And Marine Engineering Chung Cheng Institute Of Technology

• Liao Ching-Cho

  Department of Mechanical Engineering, Hua-Fan Institute of Technology

関連論文

• Transient Dynamic Large-Deflection Analysis of Panel Structure under Blast Loading

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