Plates and Shells for Smart Structures: Classical and Advanced Theories for Modeling and Analysis

By Erasmo Carrera, Salvatore Brischetto, P. Nali. 2011

295 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/7e9c74eb6a4b76033bea3ddb208be5a4ad08cf3f

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

In Mechanical Engineering

Citations in the corpus

Carrera Unified Formulation for Free-Vibration Analysis of Aircraft Structures (2016, background): “Among the axiomatic theories, theCarrera unified formulation (CUF), which was proposed by the first author in [26–30] and which has recently been published in three books [31–33], is considered in this paper.”
Mixed Static and Dynamic Optimization of Four-Parameter Functionally Graded Completely Doubly Curved and Degenerate Shells and Panels Using GDQ Method (2013, background): “Furthermore, some complicated effects in shell structures have been considered in the recent years [24, 25].”
Carrera unified formulation (CUF) for the micropolar plates and shells. I. Higher order theory (2020, background): “[4, 110] as well as the papers mentioned above.”
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, methodology): “Considering Figure 4 it should be noted that the 3D FEM solution does not satisfy the boundary conditions for the out-ofplane shear and normal stresses, whereas the present approach exactly satisfies all of themdue to the enforcement of the boundary conditions.”
Exact elasticity solution for natural frequencies of functionally graded simply-supported structures (2013, background): “(7)-(12) degenerate into geometrical relations for cylindrical shells when Rα or Rβ is infinite (with Hα or Hβ equals one), and they degenerate into geometrical relations for plates when both Rα and Rβ are infinite (with Hα=Hβ =1) [Carrera et al. (2011); Leissa (1969)].”
Non-linear vibrations of shells: A literature review from 2003 to 2013 (2014, background): “These theories have been completely discussed in the books of Amabili [7], Reddy [13] and Carrera et al. [14].”
Stress and strain recovery for functionally graded free-form and doubly-curved sandwich shells using higher-order equivalent single layer theory (2015, methodology): “[75], the works by Carrera [82–84], Cho et al.”