Eshelby–Mori–Tanaka approach for vibrational behavior of continuously graded carbon nanotube-reinforced cylindrical panels
By B. Sobhani Aragh, A. Barati, H. Hedayati. 2012
259 citations recorded by the source corpus.
Subfields: Building and Construction, Materials Chemistry, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/9f25b52e6b6562155317a8cc91870bbe2ebeb129
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Building and Construction
In Materials Chemistry
In Mechanics of Materials
Citations in the corpus
- Nonlinear vibration of nanotube-reinforced composite cylindrical panels resting on elastic foundations in thermal environments (2014, methodology): “[26] studied linear free vibration of functionally graded CNTRC cylindrical panels based on the Eshelby–Mori–Tanaka approach.”
- Large deflection geometrically nonlinear analysis of carbon nanotube-reinforced functionally graded cylindrical panels (2014, background): “[19] studied natural frequency characteristics of a continuously graded CNT-reinforced cylindrical panel.”
- Buckling analysis of functionally graded carbon nanotube-reinforced composite plates using the element-free kp-Ritz method (2013, methodology): “A synergism between the Mori–Tanaka scheme and the rule of mixture for functionally graded ceramic–metal beams was reported in [29] and a comparison study between Eshelby–Mori–Tanaka scheme and the extended rule of mixture was also conducted for the vibration analysis of continuously graded carbon n”
- Postbuckling of axially compressed nanotube-reinforced composite cylindrical panels resting on elastic foundations in thermal environments (2014, methodology): “[29] investigated the linear free vibration of functionally graded CNTRC cylindrical panels by employing the 2-D generalized differential quadrature method based on the Eshelby–Mori–Tanaka approach.”
- Isogeometric analysis of functionally graded carbon nanotube-reinforced composite plates using higher-order shear deformation theory (2015, unknown): “[39].”