In this paper an analysis of the buckling behaviour of anisotropic elastic plates is developed. The analysis is carried out by using a finite-element technique based on a shear-deformable plate model. Numerical results are also given relative to buckling of laminated plates under uniform axial compression, together with some comparisons with previous results available in the literature.

BUCKLING OF MODERATELY THICK COMPOSITE PLATES

BRUNO, Domenico;
1991-01-01

Abstract

In this paper an analysis of the buckling behaviour of anisotropic elastic plates is developed. The analysis is carried out by using a finite-element technique based on a shear-deformable plate model. Numerical results are also given relative to buckling of laminated plates under uniform axial compression, together with some comparisons with previous results available in the literature.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/20.500.11770/156860
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