POSTBUCKLING BEHAVIOUR OF LAMINATED PLATES WITH A CUT-OUT

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BEM of postbuckling analysis of thin plates

A new fundamental solution of deflection for plate buckling problems is first derived through the separation of in-plane stresses into an essential part and a disturbed part and by use of the resolution theorem of differential operator. A set of new boundary element formulas for the analysis of postbuckling problems of elastic plates are presented. On the basis of these formulas, in-plane and o...

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Initial Postbuckling Behavior of Shear Deformable Symmetrically Laminated Beams

Abstract-Results for the initial postbuckling behavior of laminated beams are presented. Shear deformation effects are incorporated by relaxing certain assumptions of thin beam/plate theory. The analysis used is in the spirit of Koiter [Doctoral thesis, Delft, Amsterdam, English translation AFFDL-TR-70-25, (1970)], who developed asymptotic expressions for the potential energy in the neighborhoo...

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ژورنال

عنوان ژورنال: Advances in Science and Technology Research Journal

سال: 2017

ISSN: 2080-4075,2299-8624

DOI: 10.12913/22998624/68283