An analytical method for free vibration analysis of functionally graded beams with edge cracks
By Dong Wei, Yinghua Liu, Z. Xiang. 2012
118 citations recorded by the source corpus.
Subfields: Control and Systems Engineering, Mechanical Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/69238766d92a22cfe9c7ca03778e101653725262
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
- Thuc P. Vo
- Huu-Tai Thai
- Mohammed Sid Ahmed Houari
- Abdelouahed Tounsi
- M. Bourada
- Abdelhakim Kaci
In Mechanical Engineering
- Abdelouahed Tounsi
- Mohammed Sid Ahmed Houari
- Abdelhakim Kaci
- Thuc P. Vo
- Huu-Tai Thai
- M. Bourada
- Y. Ghugal
- A. S. Sayyad
In Mechanics of Materials
- Abdelouahed Tounsi
- Mohammed Sid Ahmed Houari
- A. S. Sayyad
- Y. Ghugal
- Huu-Tai Thai
- Thuc P. Vo
- Abdelhakim Kaci
- M. Bourada
Citations in the corpus
- Modeling and analysis of functionally graded sandwich beams: a review (2019, methodology): “The Power law (P-FGM) [21], [28], [47–50], [52]–[54], [56], [58]–[63], [66], [67], [71], [74]–[78], [85]–[92], [98]–[103], [109, 110], [113], [115]–[119], [121], [129]–[132], [134–140], [143–146], [149]–[162], [164], [168]–[176], [181]–[184], [186]–[189], [194], [196], [198–209], [211], [213, 214] T”
- A new simple shear and normal deformations theory for functionally graded beams (2015, background): “…beam theory is simple to implement and applied for moderately deep FG beams and gives acceptable results but depends on a shear correction factor which is hard to find as it depends on many parameters (Bouremana et al. 2013, Chakraborty et al. 2003, Li 2008, Sina et al. 2009, Wei et al. 2012).”
- Bending and free vibration of functionally graded beams using various higher-order shear deformation beam theories (2012, background): “Since the FBT violates the zero shear stress conditions on the top and bottom surfaces of the beam, a shear correction factor is required to account for the discrepancy between the actual stress state and the assumed constant stress state [4-7].”