Static analysis of laminated composite curved shells and panels of revolution with a posteriori shear and normal stress recovery using generalized differential quadrature method
By Francesco Tornabene, Alfredo Liverani, Gianni Caligiana. 2012
84 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/5742a30abb74cb3826f035b834eeac0d962e94e3
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
- Salvatore Brischetto
- J. Reddy
In Mechanics of Materials
- Francesco Tornabene
- Nicholas Fantuzzi
- Erasmo Viola
- L. Rossetti
- Salvatore Brischetto
- Erasmo Carrera
- M. Bacciocchi
- A. J. Ferreira
Citations in the corpus
- 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.”
- 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].”
- Static analysis of doubly-curved anisotropic shells and panels using CUF approach, differential geometry and differential quadrature method (2014, background): “In order to satisfy the boundary conditions s13ðijIT Þ 1⁄4 q ðþÞ 1ðijÞ; s23ðijIT Þ 1⁄4 q ðþÞ 2ðijÞ the corresponding profiles have to be corrected [59,87,88,90,95,98] in the following manner s13ðijmÞ 1⁄4 s13ðijmÞ þ q 1ðijÞ s13ðijIT Þ h fðmÞ þ h 2 m 1⁄4 1; .”