A unified approach for analyzing static and dynamic behaviors of functionally graded Timoshenko and Euler–Bernoulli beams
By Xian‐Fang Li. 2008
564 citations recorded by the source corpus.
Subfields: Control and Systems Engineering, Mechanical Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/46e225e390ae99ce37e9e19e6bb6988eec67577e
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Control and Systems Engineering
- Y. Ghugal
- A. S. Sayyad
- M. Şimşek
- J. Banerjee
- Thuc P. Vo
- Erasmo Carrera
- Trung‐Kien Nguyen
- Huu-Tai Thai
In Mechanical Engineering
- A. S. Sayyad
- Y. Ghugal
- J. Banerjee
- Thuc P. Vo
- Huu-Tai Thai
- Abdelouahed Tounsi
- A. Ananthapuvirajah
- Mohammed Sid Ahmed Houari
In Mechanics of Materials
- Huu-Tai Thai
- Farzad Ebrahimi
- A. S. Sayyad
- Y. Ghugal
- Thuc P. Vo
- Abdelouahed Tounsi
- M. Şimşek
- Erasmo Carrera
Citations in the corpus
- Static and vibration analysis of functionally graded beams using refined shear deformation theory (2013, background): “Li [10] presented a new unified approach for analyzing the static and dynamic behaviours of FG beams with the rotary inertia and shear deformation included.”
- Relations between buckling loads of functionally graded Timoshenko and homogeneous Euler-Bernoulli beams (2013, background): “Li [4] investigated static bending deformations and transverse vibrations of FGM Timoshenko beams (TBs) and introduced a function to uncouple governing equations for the deflection and the angle of rotation of a cross-section initially perpendicular to the neutral surface.”
- Free vibration characteristics of a functionally graded beam by finite element method (2011, background): “Li [8] presented a new unified approach for analyzing the static and dynamic behaviors of functionally graded beams (FGB) with the rotary inertia and shear deformation.”
- The modified couple stress functionally graded Timoshenko beam formulation (2011, background): “From the obtained expressions in the paper it can be deduced that when the thickness of the beam h increases, the response of the modified couple stress Timoshenko beam approaches to the classical one (with available formulation in the literature such as [31]).”