Free vibrations of three parameter functionally graded parabolic panels of revolution
By Erasmo Viola, Francesco Tornabene. 2009
143 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Control and Systems Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/8908a49e66a8ee6eb2bcf30f56bd080bd1c59ecb
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
- Francesco Tornabene
- Nicholas Fantuzzi
- Erasmo Viola
- L. Rossetti
- M. Bacciocchi
- Gianni Caligiana
- Alfredo Liverani
- Erasmo Carrera
In Control and Systems Engineering
- Nicholas Fantuzzi
- Francesco Tornabene
- Erasmo Viola
- L. Rossetti
- E. Ferretti
- Erasmo Carrera
- Gianni Caligiana
- Alfredo Liverani
In Mechanics of Materials
- Francesco Tornabene
- Nicholas Fantuzzi
- Erasmo Viola
- L. Rossetti
- M. Bacciocchi
- Salvatore Brischetto
- Gianni Caligiana
- Alfredo Liverani
Citations in the corpus
- Mixed Static and Dynamic Optimization of Four-Parameter Functionally Graded Completely Doubly Curved and Degenerate Shells and Panels Using GDQ Method (2013, unknown): “follows two simple four-parameter power-law distributions [49, 51, 53, 70, 75]:”
- Static analysis of functionally graded conical shells and panels using the generalized unconstrained third order theory coupled with the stress recovery (2014, methodology): “With the in-plane stress components indirectly derived from the GDQ-solution [54–92] of the fundamental system, the integration of the three dimensional indefinite equilibrium equations is carried out.”
- Strong formulation finite element method for arbitrarily shaped laminated plates - Part I. Theoretical analysis (2014, background): “…Richards 1992a, b, Shu and Xue 1999 and Shu 2000) several applications have been hitherto presented in literature that it is impossible to cite them all (Bert et al. 1988, 1989, Tornabene and Viola 2007, 2008, 2009a, b, 2013, Ferreira et al. 2013, 2014, and Viola and Tornabene 2005, 2006, 2009).”
- Static analysis of doubly-curved anisotropic shells and panels using CUF approach, differential geometry and differential quadrature method (2014, background): “The main common aspect of these mesh-less techniques is that the functional approximation starts from a set of scattered points, which do not have any relationship among them [58–60,64–97].”