Abstract
In this paper, we use a higher-order shear deformation theory and a radial basis function collocation technique for predicting the static deformations and free vibration behavior of thick plates. Through numerical experiments, the capability and efficiency of this collocation technique for static and vibration problems are demonstrated, and the numerical accuracy and convergence are thoughtfully examined.
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Ferreira, A.J.M., Roque, C.M.C. Analysis of thick plates by radial basis functions. Acta Mech 217, 177–190 (2011). https://doi.org/10.1007/s00707-010-0395-5
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DOI: https://doi.org/10.1007/s00707-010-0395-5