Buckling analysis of isotropic and laminated plates by radial basis functions according to a higher-order shear deformation theory-Reference-Cited by-同舟云学术

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Buckling analysis of isotropic and laminated plates by radial basis functions according to a higher-order shear deformation theory

Published:2011-07 Issue:7 Volume:49 Page:804-811
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Ferreira A.J.M.,Roque C.M.C.,Neves A.M.A.,Jorge R.M.N.,Soares C.M.M.,Reddy J.N.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. Bending of laminated anisotropic shells by a shear deformable finite element;Reddy;Fibre Science and Technology,1982

2. Influence of rotary inertia and shear in flexural motions of isotropic elastic plates;Mindlin;Journal of Applied Mechanics,1951

3. The effect of transverse shear deformations on the bending of elastic plates;Reissner;Journal of Applied Mechanics,1945

4. Numerical analysis of thick plates;Kant;Computer Methods in Applied Mechanics and Engineering,1982

5. A simple higher-order theory for laminated composite plates;Reddy;Journal of Applied Mechanics,1984

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