Stability Analysis of Stiffened Plates Based on State-Vector Equation

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Abstract:

Firstly, based on the theory of state-vector equation, the semi-analysis finite element formulation for the stability of the plates under various boundary conditions was derived by modified Hellinger-Reissner (H-R) variation principle for the elastic material. Secondly, the three-dimensional models for the stability of stiffened plates were established. The semi-analytical solution of state equation for the stability of stiffened plates are proved to be efficient and accurate by comparing with the exact solutions of references and the numerical solutions of the finite element software through several examples.

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Advanced Materials Research (Volumes 671-674)

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1561-1569

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March 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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