THERMAL BUCKLING OF A SIMPLY SUPPORTED MODERATELY THICK RECTANGULAR FGM PLATE

By Wu Lanhe. 2004

360 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/fda9538f88e12c1c20d6f1bb0aced1f6cd2220a1

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In Civil and Structural Engineering

In Mechanics of Materials

Citations in the corpus

Free vibration and stability of functionally graded plates according to a 2-D higher-order deformation theory (2008, background): “A significant number of investigations have been carried out to understand the buckling behavior, transient response and stress distribution of structural elements made of FGMs under thermal loadings (for example [3–7]).”
Exact Solution for Thermal Buckling of Functionally Graded Plates Resting on Elastic Foundations with Various Boundary Conditions (2013, methodology): “Thus, solving the membrane form of the equilibrium equations and using the method developed by Meyers and Hyer [23], the pre-buckling force resultants of FGP exposed to the temperature distribution acrossthe thickness are found to be [1]–[3]”
Stress, vibration and buckling analyses of FGM plates—A state-of-the-art review (2015, methodology): “The Navier’s solution technique was employed by Lanhe [287] to study the thermal buckling of simply-supported moderately thick rectangular FGM plates based on the FSDT and subjected to two types of temperature fields; uniform temperature rise and gradient across the thickness of the plate.”
NURBS-based finite element analysis of functionally graded plates: Static bending, vibration, buckling and flutter (2012, methodology): “The solution of Equation (7) is obtained by means of a polynomial series [39] as T (z) = Tm + (Tc − Tm)η(z, h) (8) where,”
Levy Solution for Buckling Analysis of Functionally Graded Rectangular Plates (2010, background): “Lanhe [3] investigated the thermal buckling analysis of moderately thick functionally graded plates.”
On the thermal buckling analysis of functionally graded plates with internal defects using extended isogeometric analysis (2016, result): “2, the values of CBTR calculated by the present XIGA are in good agreement with the semi-analytical solutions [39].”