2019
DOI: 10.3390/ma12081262
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Research on the Buckling Behavior of Functionally Graded Plates with Stiffeners Based on the Third-Order Shear Deformation Theory

Abstract: This paper presents a finite element formulation to study the mechanical buckling of stiffened functionally graded material (FGM) plates. The approach is based on a third-order shear deformation theory (TSDT) introduced by Guangyu Shi. The material properties of the plate were assumed to be varied in the thickness direction by a power law distribution, but the material of the stiffener was the same as that of the one of the bottom surface where the stiffener was placed. A parametric study was carried out to hi… Show more

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Cited by 50 publications
(20 citation statements)
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“…in which Θ represents Young's modulus E, Poisson's ratio ], and mass density ρ, where T � T 0 + ΔT and T 0 � 300 K (ambient or free stress temperature), ΔT is the temperature change, and Θ 0 , Θ −1 , Θ 1 , Θ 2 , and Θ 3 are the temperaturedependent coefficients, which can be seen in Table 1. e following equation expresses the dependence of material properties on the volume fraction proportion of ceramic (V c ) and metal (V c ) as follows [31][32][33][34]:…”
Section: Piezoelectric Functionally Graded Platesmentioning
confidence: 99%
“…in which Θ represents Young's modulus E, Poisson's ratio ], and mass density ρ, where T � T 0 + ΔT and T 0 � 300 K (ambient or free stress temperature), ΔT is the temperature change, and Θ 0 , Θ −1 , Θ 1 , Θ 2 , and Θ 3 are the temperaturedependent coefficients, which can be seen in Table 1. e following equation expresses the dependence of material properties on the volume fraction proportion of ceramic (V c ) and metal (V c ) as follows [31][32][33][34]:…”
Section: Piezoelectric Functionally Graded Platesmentioning
confidence: 99%
“…e beam is made from two main components including ceramic (denoted as c) and metal (denoted as m) with the corresponding proportions V c and V m , which are calculated by the following function [33][34][35][36][37][38]:…”
Section: Finite Element Model Of Rotating Fgm Beams With Geometricalmentioning
confidence: 99%
“…The displacement field that characterizes the Third-order Shear Deformation Theory (TSDT), for instance, determines a quadratic profile of shear strains and stresses along the thickness [ 7 , 8 ], due to its cubic expansion in the thickness coordinate. Consequently, there is no need for the shear correction factor [ 9 , 10 , 11 , 12 ]. The importance of these cubic terms in the analysis of laminates has been recently highlighted in the paper by Petrolo and Carrera [ 13 ], in which the best theory diagrams for multilayered structures have been widely discussed.…”
Section: Introductionmentioning
confidence: 99%