Static and free vibration analysis of functionally graded beams by combination Timoshenko theory and finite volume method
By Lilong Jing, P. Ming, Wenping Zhang, Lirong Fu, Yipeng Cao. 2016
88 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/6e5957865b8b2470d6170eee82f68330e3514712
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
- A. Ananthapuvirajah
- A. S. Sayyad
- J. Banerjee
- Y. Ghugal
- Erasmo Carrera
- Lawrence N. Virgin
- M. Azadi
- H. Su
In Mechanics of Materials
- A. Ananthapuvirajah
- A. S. Sayyad
- J. Banerjee
- Y. Ghugal
- Erasmo Carrera
- Lawrence N. Virgin
- M. Azadi
- Enrico Zappino
Citations in the corpus
- Modeling and analysis of functionally graded sandwich beams: a review (2019, methodology): “[102] applied a finite volume method for the static and free vibration analysis of FG beams using the Timoshenko beam theory.”
- Free vibration of functionally graded beams and frameworks using the dynamic stiffness method (2018, methodology): “Foremost amongst these are the applications of direct analytical procedure using the governing differential equations of motion [5-19], finite element [20-22], Rayleigh-Ritz [23], finite volume [24-26], differential quadrature [27], differential transformation [27, 28] and transfer function [29, 30]”