Large deflection geometrically nonlinear analysis of carbon nanotube-reinforced functionally graded cylindrical panels

183 citations recorded by the source corpus.

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

Nonlinear free vibration of functionally graded doubly curved shear deformable panels using finite element method (2016, methodology): “Zhang et al. (2014a,b) employed the mesh-free kp-Ritz method for linear and nonlinear analysis of CNTRC-FG cylindrical panels based on FSDT. Zhang et al. (2014c) investigated the mechanical and thermal buckling of FG plates by using a local Kriging meshless method.”
Nonlinear bending analysis of FG-CNT reinforced composite thick plates resting on Pasternak foundations using the element-free IMLS-Ritz method (2015, methodology): “Postbuckling [11] and large deformation analyses [12] of FG-CNT cylindrical shell panels were performed based on the element-free FSDT method.”
Thermal buckling of temperature dependent FG-CNT reinforced composite plates (2015, methodology): “Similar to stability analysis of FG-CNTRC plates, many studies are available on geometrically nonlinear static response [26–29], vibrational behaviour [30– 36], dynamic response [37] and dynamic stability [38] of plates made from FG-CNTRC.”
Dynamic stability analysis of carbon nanotube-reinforced functionally graded cylindrical panels using the element-free kp-Ritz method (2014, methodology): “In our earlier studies about CNTR-FG plate and panel [19,44–47], we found that CNTs distributed close to top and bottom surfaces are more efficient in increasing the stiffness of the plate or panel than CNTs distributed near the mid-surface.”