General higher-order equivalent single layer theory for free vibrations of doubly-curved laminated composite shells and panels
By Francesco Tornabene, Erasmo Viola, Nicholas Fantuzzi. 2013
205 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/bd09b0df32a30292d6ca76369279db7da1607688
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
- Erasmo Carrera
- M. Bacciocchi
- Salvatore Brischetto
- J. Reddy
- Romesh C. Batra
In Control and Systems Engineering
- Nicholas Fantuzzi
- Francesco Tornabene
- M. Bacciocchi
- Erasmo Viola
- J. Reddy
- L. Rossetti
- Salvatore Brischetto
- E. Ferretti
In Mechanics of Materials
- Francesco Tornabene
- Nicholas Fantuzzi
- Salvatore Brischetto
- Erasmo Viola
- Erasmo Carrera
- M. Bacciocchi
- J. Reddy
- A. J. Ferreira
Citations in the corpus
- An equivalent layer-wise approach for the free vibration analysis of thick and thin laminated and sandwich shells (2016, methodology): “For this purp se, the laminated conical shell described in the works [61,83] is considered.”
- Stress and strain recovery for functionally graded free-form and doubly-curved sandwich shells using higher-order equivalent single layer theory (2015, background): “sth order vector of the stress resultants and A(ss) is the matrix of the elastic constants [148,150] defined as”
- 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.”