2019
DOI: 10.1016/j.matpr.2019.02.015
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Isogeometric Analysis of FGM Plates

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Cited by 9 publications
(4 citation statements)
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References 18 publications
(18 reference statements)
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“…assumed. The buckling for the plate with nonsymmetric pore distribution under SSSS and SCSC boundary conditions is not possible, because by applying the small axial load, these plates undergo lateral deformation [92][93][94][95].…”
Section: Resultsmentioning
confidence: 99%
“…assumed. The buckling for the plate with nonsymmetric pore distribution under SSSS and SCSC boundary conditions is not possible, because by applying the small axial load, these plates undergo lateral deformation [92][93][94][95].…”
Section: Resultsmentioning
confidence: 99%
“…According to the Reissner-Mindlin theory, also known as the Firstorder Shear Deformation Theory (FSDT), the displacements of the plate, at any point, can be written in matrix form as [44][45][46]:…”
Section: Governing Equationsmentioning
confidence: 99%
“…The first example corresponds to the computation of the critical load of a clamped square plate with a=h ¼ 100, where a is the plate length. The boundary conditions were used as specified in Auad et al [46] and a 8 Â 8 cubic NURBS mesh is used for structural analysis. The material properties are E m ¼ 207:79 GPa, v m ¼ 0:28; E c ¼ 322:27 GPa, and v c ¼ 0:28.…”
Section: Analysis Validationmentioning
confidence: 99%
“…Due to the complex behavior of structures made of FGM, numerical methods such as finite element analysis (FEA) and isogeometric analysis (IGA) are widely used to evaluate their structural responses. IGA has been used in association with various plate theories for composite plates analysis, such as the first-order shear deformation theory (FSDT) Auad et al 2019;Wang et al 2019) and higher-order shear deformation theory (HSDT) (Lieu et al 2018;Shi et al 2018;Do et al 2018).…”
Section: Introductionmentioning
confidence: 99%