FGM and laminated doubly curved shells and panels of revolution with a free-form meridian: A 2-D GDQ solution for free vibrations
By Francesco Tornabene, Alfredo Liverani, Gianni Caligiana. 2011
189 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanical Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/41abf38e4f8281bccada381e0a35e897dab92453
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
- Erasmo Carrera
- M. Bacciocchi
- Romesh C. Batra
- Salvatore Brischetto
In Mechanical Engineering
- Nicholas Fantuzzi
- Francesco Tornabene
- Erasmo Viola
- Erasmo Carrera
- Gianni Caligiana
- Alfredo Liverani
- Alessandro Ceruti
- L. Rossetti
In Mechanics of Materials
- Francesco Tornabene
- Nicholas Fantuzzi
- Erasmo Viola
- Erasmo Carrera
- Salvatore Brischetto
- L. Rossetti
- M. Bacciocchi
- Gianni Caligiana
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, background): “[70, 73], in which all the constants above introduced are explicitly defined for laminated composite and functionally graded shells and panels.”
- Four-parameter functionally graded cracked plates of arbitrary shape: A GDQFEM solution for free vibrations (2016, background): “As far as shell structures are concerned, several applications of four-parameter FGMs are shown in the works [15–17], and examples regarding composite materials and FGM are shown in [18].”
- Stress and strain recovery for functionally graded free-form and doubly-curved sandwich shells using higher-order equivalent single layer theory (2015, methodology): “A general way to define a shell of revolution using Bézier curves is given in [16].”
- Strong formulation finite element method for arbitrarily shaped laminated plates - Part I. Theoretical analysis (2014, background): “It should be noted that for a classic GDQ implementation only external conditions are imposed (Tornabene et al. 2009, 2010, 2011, 2012a, b, c, 2013a, Tornabene and Ceruti 2013a, b).”