Title of article
Buckling analysis of isotropic and laminated plates by radial basis functions according to a higher-order shear deformation theory
Author/Authors
Ferreira، نويسنده , , A.J.M. and Roque، نويسنده , , C.M.C. and Neves، نويسنده , , A.M.A. and Jorge، نويسنده , , R.M.N. and Soares، نويسنده , , C.M.M. and Reddy، نويسنده , , J.N.، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2011
Pages
8
From page
804
To page
811
Abstract
The third-order shear deformation theory of Reddy and collocation with radial basis functions is used to predict the buckling loads of elastic plates. The theory accounts for parabolic distribution of the transverse strains through the thickness of the plate. It is shown that the collocation method with radial basis functions produces highly accurate critical buckling loads and modes.
Keywords
Meshless methods , Composite materials , radial basis functions , Buckling
Journal title
Thin-Walled Structures
Serial Year
2011
Journal title
Thin-Walled Structures
Record number
1493279
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