Static analysis of doubly-curved anisotropic shells and panels using CUF approach, differential geometry and differential quadrature method
By Francesco Tornabene, Nicholas Fantuzzi, Erasmo Viola, Erasmo Carrera. 2014
153 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/9d56fc9742b29dda3805c618dc5783402b6763a7
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
- Salvatore Brischetto
- M. Bacciocchi
- L. Rossetti
- Ashraf M. Zenkour
In Mechanics of Materials
- Francesco Tornabene
- Nicholas Fantuzzi
- Salvatore Brischetto
- Erasmo Viola
- M. Bacciocchi
- Erasmo Carrera
- L. Rossetti
- Ashraf M. Zenkour
Citations in the corpus
- Inter-laminar stress recovery procedure for doubly-curved, singly-curved, revolution shells with variable radii of curvature and plates using generalized higher-order theories and the local GDQ method (2016, background): “Note from expression (12) that the first is the well-known EDZ4, already used in several works [48, 55, 56, 124, 135, 147] and the second one has an in-plane expansion, which is different from the out-of-plane one.”
- Static analyses of FGM beams by various theories and finite elements (2015, methodology): “[32] and Cinefra [33], which developed refined 2D theories using the Differential Quadrature Method and the Finite Element approach, respectively.”
- 3D capability of refined GDQ models for the bending analysis of composite and sandwich plates, spherical and doubly-curved shells (2018, methodology): “(GDQ) described in the past works [40-45], [51-53] and [56-57], [73-74] for the two-dimensional analysis of plates and shells.”