Development of dynamic stiffness method for free vibration of functionally graded Timoshenko beams
By H. Su, J. Banerjee. 2015
161 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/077a52d3ba84c234e977cedc3570ad75bd1d4738
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
- J. Banerjee
- Hung Nguyen-Xuan
- Hoang X. Nguyen
- Thuc P. Vo
- Elena Atroshchenko
- Huu-Tai Thai
- Trung‐Kien Nguyen
In Mechanics of Materials
- A. Ananthapuvirajah
- J. Banerjee
- Elena Atroshchenko
- Thuc P. Vo
- Hung Nguyen-Xuan
- Hoang X. Nguyen
- Trung Nguyen-Thoi
- Guirong Liu
Citations in the corpus
- Free vibration of functionally graded beams and frameworks using the dynamic stiffness method (2018, methodology): “The entire formulation using DSM in this paper is accomplished in the real domain as opposed to previous formulations which used complex arithmetic when developing the element dynamic stiffness matrices [31,32].”
- Geometrically nonlinear isogeometric analysis of functionally graded microplates with the modified couple stress theory (2017, background): “These striking features enable this material to be widely applied in various engineering fields such as aerospace, nuclear power plant, and bio-engineering in which the high-performance beam [30, 31], plate [32, 33] and shell [34] elements are involved.”