Bending analysis of thick exponentially graded plates using a new trigonometric higher order shear deformation theory
By J. Mantari, Carlos Soares. 2012
136 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanical Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/79685b4d69c54d53f55e0317d9b896065ecca6c7
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
- Huu-Tai Thai
- Erasmo Carrera
- Thuc P. Vo
- Trung‐Kien Nguyen
- Nicholas Fantuzzi
- Erasmo Viola
- J. Mantari
In Mechanical Engineering
- Huu-Tai Thai
- Nicholas Fantuzzi
- Trung‐Kien Nguyen
- Thuc P. Vo
- Erasmo Viola
- Francesco Tornabene
- J. Mantari
- Ashraf M. Zenkour
In Mechanics of Materials
- Huu-Tai Thai
- Francesco Tornabene
- Thuc P. Vo
- Erasmo Carrera
- Trung‐Kien Nguyen
- Nicholas Fantuzzi
- Erasmo Viola
- J. Mantari
Citations in the corpus
- Generalized hybrid quasi-3D shear deformation theory for the static analysis of advanced composite plates (2012, methodology): “the HSDTs [23,24] and TPT [6] are almost the same.”
- Static analysis of doubly-curved anisotropic shells and panels using CUF approach, differential geometry and differential quadrature method (2014, background): “In general every sth order thickness function Fs(f), which is also called shear function [66,81,86,94,99–142], can assume various expressions.”
- A quasi-3D hyperbolic shear deformation theory for functionally graded plates (2014, methodology): “In addition, the results of HSDT [35] are also provided to show the importance of including the thickness stretching effect.”
- Stress, vibration and buckling analyses of FGM plates—A state-of-the-art review (2015, methodology): “Mantari and Soares [64] used a higher-order shear deformation theory in which the displacements of the middle surface were expanded as trigonometric functions of the thickness coordinate and the transverse displacement is taken as uniform through the thickness.”