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A hyperbolic sine shear deformation theory is used for the buckling analysis of functionally graded plates, accounting for through-the-thickness deformations. The linearized buckling equations and boundary conditions are derived using Carrera's Unified Formulation and further interpolated by collocation with radial basis functions. Numerical results demonstrate the accuracy of the present approach. © Civil-Comp Press, 2012.

Buckling of laminated and functionally graded plates using radial basis functions / Neves, A. M. A.; Ferreira, A. J. M.; Carrera, E.; Cinefra, M.; Roque, C. M. C.; Mota Soares, C. M.; Jorge, R. M. N.. - 99:(2012). (Intervento presentato al convegno 11th International Conference on Computational Structures Technology, CST 2012 tenutosi a Dubrovnik, hrv nel 2012).

Buckling of laminated and functionally graded plates using radial basis functions

Cinefra M.;
2012-01-01

Abstract

A hyperbolic sine shear deformation theory is used for the buckling analysis of functionally graded plates, accounting for through-the-thickness deformations. The linearized buckling equations and boundary conditions are derived using Carrera's Unified Formulation and further interpolated by collocation with radial basis functions. Numerical results demonstrate the accuracy of the present approach. © Civil-Comp Press, 2012.
2012
11th International Conference on Computational Structures Technology, CST 2012
Buckling of laminated and functionally graded plates using radial basis functions / Neves, A. M. A.; Ferreira, A. J. M.; Carrera, E.; Cinefra, M.; Roque, C. M. C.; Mota Soares, C. M.; Jorge, R. M. N.. - 99:(2012). (Intervento presentato al convegno 11th International Conference on Computational Structures Technology, CST 2012 tenutosi a Dubrovnik, hrv nel 2012).
4.1 Contributo in Atti di convegno
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11589/262489
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