Thermal postbuckling behavior of shear deformable FGM plates with temperature-dependent properties

By Hui‐Shen Shen. 2007

219 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/b6ac8a26d3f97e75a3c7910362787614cdbc308a

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In Civil and Structural Engineering

In Mechanics of Materials

Citations in the corpus

A critical review of recent research on functionally graded plates (2013, result): “Shen has made several other publications [187–190] in the area of nonlinear bending response, thermal post-buckling analysis, comparison of buckling and postbuckling behavior of FG plates with or without surface bonded piezoelectric actuators due to heat conduction and under different sets of electr”
Postbuckling of axially compressed nanotube-reinforced composite cylindrical panels resting on elastic foundations in thermal environments (2014, result): “As shown by Leissa [35], Qatu and Leissa [36] for simply supported unsymmetric cross-ply laminated plates and Shen [37,38] for simply supported FGM plates, the bifurcation buckling does not exist when such plates are subjected to in-plane compression or uniform temperature rise.”
Thermal analysis of FGM plates – A critical review of various modeling techniques and solution methods (2017, background): “Shen [210] studied thermal postbuckling response of simply supported FGM plates with geometric mid-plane symmetry.”
Nonlinear analysis of shear deformable FGM beams resting on elastic foundations in thermal environments (2014, background): “Like in the case of FGM plates with simply supported boundary conditions, the bifurcation buckling of simply supported FGM beams does not exist due to the stretching-bending coupling effect [22].”
Thermal buckling of temperature dependent FG-CNT reinforced composite plates (2015, background): “Some authors investigated the linear thermal buckling response of functionally graded material plates [1–5] and some others used a completely nonlinear analysis to obtained the critical buckling temperature as well as post-buckling equilibrium paths of the plate [6–12].”