Bending of FGM plates by a sinusoidal plate formulation and collocation with radial basis functions
By A. Neves, A. J. Ferreira, Erasmo Carrera, C. Roque, M. Cinefra, R. N. Jorge, Carlos Soares. 2011
111 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/2f210bc2d9219e9f397a8eae54409a4e5d91b025
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Carlos Soares
- J. Mantari
- Erasmo Carrera
- A. J. Ferreira
- Huu-Tai Thai
- C. Roque
- M. Cinefra
- Francesco Tornabene
In Mechanics of Materials
- Carlos Soares
- Erasmo Carrera
- J. Mantari
- A. J. Ferreira
- Huu-Tai Thai
- C. Roque
- M. Cinefra
- Francesco Tornabene
Citations in the corpus
- On the free vibration analysis of laminated composite and sandwich plates: A review of recent literature with some numerical results (2015, unknown): “[85,86], Ferreira et al.”
- Static, free vibration and buckling analysis of isotropic and sandwich functionally graded plates using a quasi-3D higher-order shear deformation theory and a meshless technique (2013, unknown): “The combination of CUF and meshless methods has been performed in [56–59] for laminated plates and in [60,61] for FGM plates.”
- Free vibration analysis of functionally graded shells by a higher-order shear deformation theory and radial basis functions collocation, accounting for through-the-thickness deformations (2013, unknown): “The combination of CUF and meshless methods has been performed in [33–36] for laminated plates, in [37,38] for laminated shells, and in [39,40] for FGM plates.”
- Generalized hybrid quasi-3D shear deformation theory for the static analysis of advanced composite plates (2012, methodology): “[20,21] and Ferreira et al.”
- A critical review of recent research on functionally graded plates (2013, unknown): “[110] presented the static deformations of square”