Free vibration analysis of functionally graded curved panels using a higher-order finite element formulation
By S. Pradyumna, J. Bandyopadhyay. 2008
248 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Control and Systems Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/92165774b38bd65e7942377a4f1aba86d17f9f15
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In Civil and Structural Engineering
- Huu-Tai Thai
- Abdelouahed Tounsi
- Trung‐Kien Nguyen
- Thuc P. Vo
- Mohammed Sid Ahmed Houari
- S. R. Mahmoud
- K. Swaminathan
- Erasmo Carrera
In Control and Systems Engineering
- Trung‐Kien Nguyen
- Thuc P. Vo
- Huu-Tai Thai
- Erasmo Carrera
- Yegao Qu
- X. Long
- S. R. Mahmoud
- Mohammed Sid Ahmed Houari
In Mechanics of Materials
- Huu-Tai Thai
- Abdelouahed Tounsi
- Thuc P. Vo
- Trung‐Kien Nguyen
- Mohammed Sid Ahmed Houari
- S. R. Mahmoud
- K. Swaminathan
- Erasmo Carrera
Citations in the corpus
- Free vibration of functionally graded rectangular plates using first-order shear deformation plate theory (2010, methodology): “, the present analytical solution, 2D HAPT [10], and HSDT [9]) is also considerable.”
- Free vibration analysis of functionally graded shells by a higher-order shear deformation theory and radial basis functions collocation, accounting for through-the-thickness deformations (2013, unknown): “Results are compared with those from Pradyumna and Bandyopadhyay [46], who used finite elements formulation and a HSDT disregarding through-thethickness deformations.”
- An efficient shear deformation theory for vibration of functionally graded plates (2013, methodology): “[7,25,30,31], the material properties are assumed to vary through the thickness of the plate with a power law distribution of the volume fractions of the two materials.”
- Study on the free vibration of thick functionally graded rectangular plates according to a new exact closed-form procedure (2011, methodology): “see [14,17, 21,23,27]).”
- A quasi-3D hyperbolic shear deformation theory for functionally graded plates (2014, background): “The HSDTs [10-17] do not require a shear correction factor, but their equations of motion are more complicated than those of the FSDT.”
- A unified formulation for vibration analysis of functionally graded shells of revolution with arbitrary boundary conditions (2013, background): “[48,49], Pradyumna and Bandyopadhyay [50], Reddy and Cheng [51], Keles and Tutuncu [52], and Neves et al.”