General higher-order shear deformation theories for the free vibration analysis of completely doubly-curved laminated shells and panels
By Erasmo Viola, Francesco Tornabene, Nicholas Fantuzzi. 2013
257 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/8e9ad6e77965271e169c9de2f805e95340e9fce4
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
- M. Bacciocchi
- Salvatore Brischetto
- Erasmo Carrera
- X. Long
- E. Ferretti
In Mechanics of Materials
- Francesco Tornabene
- Nicholas Fantuzzi
- M. Bacciocchi
- Salvatore Brischetto
- Erasmo Viola
- Erasmo Carrera
- Yegao Qu
- X. Long
Citations in the corpus
- A unified formulation for vibration analysis of composite laminated shells of revolution including shear deformation and rotary inertia (2013, methodology): “[21] proposed a general higher-order theory with nine independent displacement parameters to study the vibrations of completely doubly-curved laminated shells and panels.”
- Four-parameter functionally graded cracked plates of arbitrary shape: A GDQFEM solution for free vibrations (2016, unknown): “It appears from several papers in the literature that this numerical approach has been widely used in the past [24–39].”
- A unified formulation for vibration analysis of functionally graded shells of revolution with arbitrary boundary conditions (2013, unknown): “[20].”