Dynamic stiffness formulation and free vibration analysis of functionally graded beams
By H. Su, J. Banerjee, C. Cheung. 2013
115 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/2cfe48851f9566baec3b618be015181b524315cb
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In Civil and Structural Engineering
- A. Ananthapuvirajah
- Saurabh Kumar
- Anirban Mitra
- H. Roy
- J. Banerjee
- Lawrence N. Virgin
- M. Azadi
- H. Su
In Mechanics of Materials
- A. Ananthapuvirajah
- Saurabh Kumar
- Anirban Mitra
- H. Roy
- J. Banerjee
- Lawrence N. Virgin
- M. Azadi
- Erasmo Carrera
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 free vibration analysis of axially functionally graded taper beams (2015, methodology): “Analysis of free vibration of FG beams was also carried out by [23,41,42]; who used different techniques to solve the governing equations obtained from application of Hamilton's principle.”