Free vibration and stability of functionally graded circular cylindrical shells according to a 2D higher-order deformation theory
By H. Matsunaga. 2009
180 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/394f7e1f4a73637c8c6e3bb1e8434a3feaff2fe5
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In Civil and Structural Engineering
- Erasmo Carrera
- M. Cinefra
- S. Belouettar
- Marco Soave
- Salvatore Brischetto
- Francesco Tornabene
- A. S. Sayyad
- Y. Ghugal
In Mechanics of Materials
- Erasmo Carrera
- M. Cinefra
- S. Belouettar
- Marco Soave
- Salvatore Brischetto
- A. S. Sayyad
- Y. Ghugal
- Francesco Tornabene
Citations in the corpus
- Exact elasticity solution for natural frequencies of functionally graded simply-supported structures (2013, background): “Matsunaga (2009) extended to shell case the work done in Matsunaga (2008) for two-dimensional (2-”
- Static and free vibration analyses of continuously graded fiber-reinforced cylindrical shells using generalized power-law distribution (2010, background): “20013 [6] 0.”
- Variable kinematic models applied to free-vibration analysis of functionally graded material shells (2010, methodology): “The developed shell theories have first been applied to compare the resultswith the available reference solutions (Matsunaga, 2009) in which higher order ESL type shell theories were developed (N1⁄4 1,2,3,4). The adopted grading lawdistribution is that of Zenkour (2006); Young’s Modulus, shear modul”